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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. September 9,2019 Liu, Xuegang Pages or sheets covered by this seal: I38442712 thru I38442850 My license renewal date for the state of Indiana is July 31, 2020. 19-4546A WF44 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss A1 Truss Type Roof Special Qty 1 Ply 1 WF44 Job Reference (optional) I38442712 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:50:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-ak8?9g5jdQo0LTZ1fjVyvqnWdtW?aSKMAH6r?Kyg5lU Scale = 1:56.8 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 4x6 6x8 6x8 2x4 3x4 4x12 4x12 6x8 3x4 8x8 3x4 6-4-1 6-4-1 14-4-1 8-0-0 22-0-0 7-7-15 -1-0-0 1-0-0 6-4-1 6-4-1 10-4-1 4-0-0 14-4-1 4-0-0 15-0-0 0-7-15 22-0-0 7-0-0 23-0-0 1-0-0 1-9-08-1-18-9-01-9-08-1-112.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-4-4,0-1-12], [5:0-3-4,Edge], [6:Edge,0-2-8], [7:0-3-8,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 0.68 0.51 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.35 0.01 (loc) 10-12 10-12 9 l/defl >999 >741 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 *Except* 5-6: 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 5-11-0 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 4-12, 4-10 REACTIONS.(lb/size)13=937/0-3-8, 9=937/0-3-8 Max Horz 13=-199(LC 9) Max Uplift 13=-256(LC 11), 9=-218(LC 11) Max Grav 13=937(LC 1), 9=937(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-884/269, 3-4=-554/284, 4-5=-592/271, 6-7=-875/269, 2-13=-882/290, 7-9=-874/285 BOT CHORD 12-13=-243/310, 10-12=-93/617 WEBS 3-12=-65/315, 5-10=-68/329, 2-12=-79/450, 7-10=-47/492 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-1, Exterior(2) 6-4-1 to 9-4-1, Interior(1) 9-4-1 to 15-0-0, Exterior(2) 15-0-0 to 18-0-0, Interior(1) 18-0-0 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 9. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss A2 Truss Type Roof Special Qty 1 Ply 1 WF44 Job Reference (optional) I38442713 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:50:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-2wiOM?6LOkwtyd8DDQ0BR2KoZHwOJutVPxsPXmyg5lT Scale = 1:38.9 1 2 3 4 5 7 6 8 9 3x4 2x4 4x12 3x4 4x6 4x6 7-0-0 7-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 6-0-0 1-0-0 7-0-0 1-0-0 1-7-05-9-06-7-05-9-010.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-4-4,0-2-0] 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 0.22 0.25 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.11 0.00 (loc) 6-7 6-7 6 l/defl >999 >734 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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)6=262/Mechanical, 7=343/0-3-8 Max Horz 7=154(LC 11) Max Uplift 6=-134(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-272/45 BOT CHORD 6-7=-229/259 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-0-0, Exterior(2) 5-0-0 to 6-0-0, Interior(1) 6-0-0 to 6-10-4 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss A3 Truss Type Roof Special Qty 1 Ply 1 WF44 Job Reference (optional) I38442714 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:50:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-W6GmaL6z922kanjPm8XQ_Fst9hB02D?edbby4Cyg5lS Scale = 1:82.0 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 35 36 6x8 5x6 3x6 6x8 3x6 3x6 3x6 3x6 6x8 3x6 2x4 4x12 3x6 4x6 3x4 3x6 3x6 3x4 3x6 3x6 7-0-1 7-0-1 13-8-10 6-8-9 20-5-4 6-8-10 28-7-5 8-2-1 36-9-7 8-2-2 45-3-0 8-5-9 -1-0-0 1-0-0 4-7-10 4-7-10 9-6-3 4-10-9 14-5-10 4-11-6 21-6-6 7-0-12 28-7-3 7-0-12 35-7-15 7-0-12 40-3-12 4-7-12 45-3-0 4-11-4 46-3-0 1-0-0 1-7-05-5-69-6-141-7-09-6-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [3:0-6-4,0-2-0], [5:0-4-0,0-2-10], [9:0-6-0,0-1-12], [11:0-2-0,0-1-4] 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 0.61 0.54 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.25 0.03 (loc) 14-16 14-16 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 237 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.): 3-4, 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-18. WEBS 1 Row at midpt 5-18, 6-18, 8-16, 9-16 REACTIONS.(lb/size)18=2136/0-3-8, 22=694/0-3-8, 13=904/0-3-8 Max Horz 22=211(LC 10) Max Uplift 18=-285(LC 8), 22=-125(LC 11), 13=-141(LC 12) Max Grav 18=2181(LC 2), 22=708(LC 22), 13=946(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-474/147, 4-5=-292/147, 5-6=-26/401, 6-8=-427/179, 8-9=-426/179, 9-10=-813/216, 2-22=-307/174, 11-13=-291/159 BOT CHORD 21-22=-135/419, 19-21=-109/483, 16-18=-300/161, 14-16=-38/522, 13-14=-43/612 WEBS 4-19=-519/200, 5-19=-117/541, 5-18=-893/166, 6-18=-1237/271, 6-16=-145/998, 8-16=-450/166, 9-14=-88/393, 3-22=-485/96, 10-13=-786/59 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-6-5, Interior(1) 3-6-5 to 4-7-10, Exterior(2) 4-7-10 to 9-1-15, Interior(1) 9-1-15 to 14-5-10, Exterior(2) 14-5-10 to 18-11-14, Interior(1) 18-11-14 to 35-7-15, Exterior(2) 35-7-15 to 40-4-11, Interior(1) 40-4-11 to 46-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 18, 22, and 13. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss A4 Truss Type Roof Special Qty 1 Ply 1 WF44 Job Reference (optional) I38442715 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:50:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-TVOW_18DhfISp5touZau3gy8SUnPW4Jx5v4385yg5lQ Scale = 1:110.6 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 19 13 33 32 31 30 29 28 27 26 25 24 23 22 21 20 34 35 36 37 38 39 40 41 42 3x10 5x6 6x8 6x8 4x6 6x10 5x6 4x12 4x6 3x4 3x4 10x12 3x6 5x6 4x6 4x12 4x12 4x6 6x10 4x6 10x12 4x6 4x6 8x8 4x6 3x6 2x4 5x6 6x8 10x12 6x10 6x10 5x6 9-5-4 9-5-4 18-5-7 9-0-3 27-5-10 9-0-3 36-5-14 9-0-4 41-3-11 4-9-13 45-8-12 4-5-1 54-2-8 8-5-12 56-4-0 2-1-8 56-9-2 0-5-2 56-9-8 0-0-6 4-10-6 4-10-6 9-5-4 4-6-14 12-1-15 2-8-11 14-8-9 2-6-10 21-11-10 7-3-2 29-2-12 7-3-2 36-5-14 7-3-2 39-10-7 3-4-9 41-1-8 1-3-1 42-7-5 1-5-12 45-8-12 3-1-7 49-11-10 4-2-14 54-2-8 4-2-14 56-9-8 2-7-0 58-2-8 1-5-0 1-7-09-5-611-6-141-9-02-0-02-0-02-0-02-0-011-6-1410.00 12 8.49 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-12], [5:0-5-0,0-3-0], [10:0-2-12,Edge], [11:0-4-5,0-3-0], [12:0-3-12,0-1-12], [13:0-2-4,0-3-0], [14:0-4-0,0-2-0], [17:0-5-4,Edge], [18:0-3-15 ,0-0-8], [20:0-4-0,0-3-12], [22:0-2-8,0-3-8], [22:0-3-8,0-4-12], [24:0-3-0,0-5-0], [26:0-5-12,0-5-0], [28:0-2-4,0-3-0] 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 0.95 0.87 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.78 0.52 (loc) 25 25 20 l/defl >999 >872 n/a L/d 240 180 n/a PLATES MT20 Weight: 435 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 11-12,12-14: 2x4 SPF No.2, 10-13: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 *Except* 9-27,11-25,21-22: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 18-20,1-33: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-10 max.): 3-4, 5-10, 12-14, 11-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 9-26, 11-24 10-0-0 oc bracing: 22-23 WEBS 1 Row at midpt 4-32, 4-30, 6-30, 8-28, 10-26, 2-33 JOINTS 1 Brace at Jt(s): 13 REACTIONS.(lb/size)33=2252/Mechanical, 20=2348/0-4-3 Max Horz 33=203(LC 10) Max Uplift 33=-229(LC 11), 20=-225(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-466/120, 2-3=-2623/506, 3-4=-1986/427, 4-5=-2644/545, 5-6=-2503/534, 6-8=-2856/585, 8-9=-3202/621, 9-10=-3206/621, 11-12=-2477/446, 12-14=-2826/515, 14-15=-3517/587, 15-16=-4947/723, 16-17=-5050/666, 17-18=-484/117, 18-20=-739/200, 1-33=-401/112, 10-11=-4890/858, 11-13=-2690/456 BOT CHORD 32-33=-359/1848, 30-32=-382/2342, 28-30=-435/2722, 9-26=-281/122, 11-24=-2489/468, 23-24=-268/2780, 22-23=-382/3222, 17-22=-451/3832, 21-22=-158/1412, 20-21=-111/941 WEBS 2-32=-83/266, 3-32=-228/1312, 4-32=-1284/246, 4-30=-515/189, 5-30=-241/1399, 6-30=-828/231, 6-28=-58/385, 8-28=-779/170, 26-28=-445/2953, 8-26=-21/409, 10-26=-690/47, 24-26=-418/3572, 13-23=-80/634, 13-14=-265/1778, 15-23=-593/182, 15-22=-128/1171, 2-33=-2357/371, 17-21=-1543/180, 17-20=-1769/251, 10-24=-485/3265, 13-24=-247/1469, 12-13=-264/1524 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 5-10-14, Interior(1) 5-10-14 to 9-5-4, Exterior(2) 9-5-4 to 12-1-15, Interior(1) 12-1-15 to 14-8-9, Exterior(2) 14-8-9 to 20-4-11, Interior(1) 20-4-11 to 42-7-5, Exterior(2) 39-10-7 to 41-2-6, Interior(1) 42-7-5 to 45-8-12, Exterior(2) 45-8-12 to 51-4-14, Interior(1) 51-4-14 to 58-2-8 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 3) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 33. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 20. This connection is for uplift only and does not consider lateral forces.Continued on page 2 September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss A4 Truss Type Roof Special Qty 1 Ply 1 WF44 Job Reference (optional) I38442715 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:50:59 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-TVOW_18DhfISp5touZau3gy8SUnPW4Jx5v4385yg5lQ NOTES- 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss A5 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442716 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-PuWHPj9TDGY93O1A?_cM851W8IRp__4EYDZADzyg5lO Scale = 1:111.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 30 31 32 33 34 35 36 37 38 39 40 41 42 43 5x6 6x8 6x8 8x8 8x8 4x6 3x4 5x6 10x12 3x4 3x4 10x12 5x6 6x10 4x12 4x6 6x10 8x8 4x6 8x8 3x10 8x8 4x6 2x4 10x12 6x8 4x6 5x6 9-9-2 9-9-2 18-0-1 8-2-15 27-4-13 9-4-12 34-5-14 7-1-1 39-3-11 4-9-13 47-9-1 8-5-7 56-2-8 8-5-7 58-9-2 2-6-10 58-9-8 0-0-6 9-9-2 9-9-2 13-2-11 3-5-9 20-3-12 7-1-1 27-4-13 7-1-1 34-5-14 7-1-1 39-3-11 4-9-13 44-4-12 5-1-1 49-5-13 5-1-1 56-2-8 6-8-11 58-9-8 2-7-0 60-2-8 1-5-0 7-5-610-4-01-9-02-0-02-0-02-0-02-0-010-4-010.00 12 8.49 12 Plate Offsets (X,Y)-- [1:0-3-12,0-3-0], [3:0-5-8,0-3-4], [5:0-0-0,0-2-12], [6:0-1-12,0-4-12], [11:0-4-0,0-3-15], [13:0-5-0,Edge], [16:0-4-0,0-4-0], [18:0-3-8,0-4-8], [18:0-2-8,0-3-8], [19:0-4-0,0-4-12], [20:0-5-8,0-5-0], [22:0-5-8,0-5-0], [24:0-2-0,0-3-0], [26:0-5-4,0-2-0], [28:0-4-8,0-3-0] 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 0.81 1.00 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.93 0.56 (loc) 7-22 21-22 16 l/defl >999 >750 n/a L/d 240 180 n/a PLATES MT20 Weight: 408 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-23,9-21,17-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-29,14-16: 2x6 SPF No.2, 20-22: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-9 max.): 1-2, 3-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-11-5 oc bracing: 24-26 2-2-0 oc bracing: 19-20,18-19. 1 Row at midpt 7-22 WEBS 1 Row at midpt 1-29, 1-28, 2-28, 4-26, 6-24, 10-19 REACTIONS.(lb/size)29=2332/Mechanical, 16=2428/0-4-3 Max Horz 29=-162(LC 12) Max Uplift 29=-377(LC 7), 16=-325(LC 7) Max Grav 29=2405(LC 2), 16=2428(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-2232/418, 1-2=-2704/433, 2-3=-3639/635, 3-4=-2976/535, 4-6=-3460/626, 6-7=-4195/752, 7-9=-5117/876, 9-10=-5127/876, 10-11=-3557/590, 11-12=-5175/840, 12-13=-5119/699, 13-14=-502/124, 14-16=-762/210 BOT CHORD 26-28=-414/2429, 24-26=-554/3148, 7-22=-1489/293, 9-20=-261/97, 19-20=-679/4260, 18-19=-414/3069, 13-18=-509/3956, 17-18=-162/1453, 16-17=-115/977 WEBS 1-28=-527/3307, 2-28=-2651/524, 3-28=-177/957, 3-26=-247/1296, 4-26=-975/278, 4-24=-128/633, 6-24=-1268/296, 22-24=-607/3497, 6-22=-190/1119, 20-22=-759/4447, 7-20=-205/1445, 10-20=-259/1339, 10-19=-1507/371, 11-19=-287/1684, 11-18=-282/1471, 12-18=-255/252, 13-17=-1585/185, 13-16=-1835/245 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 6-1-5, Interior(1) 6-1-5 to 13-2-11, Exterior(2) 13-2-11 to 19-1-4, Interior(1) 19-1-4 to 49-5-13, Exterior(2) 49-5-13 to 55-4-5, Interior(1) 55-4-5 to 60-2-8 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 3) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 29. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 16. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss A6 Truss Type Roof Special Qty 4 Ply 1 WF44 Job Reference (optional) I38442717 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-t43fd3A6_ag0gYbNZh7bhJarBi?djeMOntJjlQyg5lN Scale: 3/8"=1' 1 2 4 3 2x4 4x6 2x4 3x4 1-8-6 1-8-6 3-4-12 1-8-6 0-0-8 0-0-8 3-4-12 3-4-4 0-3-85-9-012.00 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-P 0.15 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.00 (loc) 4 3-4 3 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=121/Mechanical, 3=124/Mechanical Max Horz 4=91(LC 11) Max Uplift 3=-134(LC 11) Max Grav 4=140(LC 20), 3=151(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 3. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss A7 Truss Type Roof Special Qty 4 Ply 1 WF44 Job Reference (optional) I38442718 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-t43fd3A6_ag0gYbNZh7bhJatAi0DjeNOntJjlQyg5lN Scale = 1:32.4 1 2 3 5 43x4 2x4 4x6 2x4 3x4 2-3-15 2-3-15 0-11-11 0-11-11 2-3-15 1-4-4 4-4-125-9-04-4-1212.00 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-P 0.02 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 n/a L/d 240 180 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=81/Mechanical, 4=81/Mechanical Max Horz 5=35(LC 11) Max Uplift 5=-14(LC 7), 4=-96(LC 11) Max Grav 5=97(LC 20), 4=100(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 0-11-11, Interior(1) 0-11-11 to 2-2-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 5 and 96 lb uplift at joint 4. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss CJ1 Truss Type Diagonal Hip Girder Qty 2 Ply 1 WF44 Job Reference (optional) I38442719 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-LGd1qPBkluotIiAZ7OeqDW61s5MxS4qX0X2HHsyg5lM Scale = 1:39.2 1 2 3 4 7 6 5 8 9 2x4 3x4 2x4 4x6 3x4 3x4 TJC37 TJC37 2-8-4 2-8-4 5-4-8 2-8-4 -0-11-11 0-11-11 2-8-4 2-8-4 5-4-8 2-8-4 1-7-36-4-110.58 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-1-8,0-1-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.06 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=386/0-4-4, 5=248/Mechanical Max Horz 7=148(LC 7) Max Uplift 5=-154(LC 7) Max Grav 7=386(LC 1), 5=288(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-303/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 5. 6) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 2-3-3 oc max. starting at 0-11-11 from the left end to 3-2-15 to connect truss(es) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 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, 2-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=-102(B) 9=-59(B) September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss CJ2 Truss Type Diagonal Hip Girder Qty 2 Ply 1 WF44 Job Reference (optional) I38442720 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-pSBP2lCMWBwkwsllh693mkfCEVhgBXtgEBoqpIyg5lL Scale = 1:16.5 1 2 3 4 7 6 5 8 8x8 2x4 4x6 4x6 3x4 TJC37 TJC37 3-2-10 3-2-10 6-5-5 3-2-10 -1-1-0 1-1-0 3-2-10 3-2-10 6-5-5 3-2-10 1-0-02-5-142.77 12 Plate Offsets (X,Y)-- [2:0-2-12,0-3-0], [7:0-1-11,0-0-6] 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-P 0.11 0.09 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=362/0-5-4, 5=264/Mechanical Max Horz 7=46(LC 3) Max Uplift 7=-132(LC 3), 5=-94(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-319/126, 2-3=-377/133 BOT CHORD 5-6=-159/347 WEBS 2-6=-115/355, 3-5=-380/174 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 5. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 7) Use Simpson Strong-Tie TJC37 (4 nail, 22-30) or equivalent at 2-9-5 from the left end to connect truss(es) to front face of bottom chord, skewed 67.5 deg.to the left, sloping 0.0 deg. down. 8) Use Simpson Strong-Tie TJC37 (4 nail, 150-157) or equivalent at 2-9-4 from the left end to connect truss(es) to back face of bottom chord, skewed 67.5 deg.to the right, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in contact with lumber. 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, 2-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=-60(F=-30, B=-30) September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss CJ3 Truss Type Diagonal Hip Girder Qty 2 Ply 1 WF44 Job Reference (optional) I38442721 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-HflnF4D_HV2bX0KyEpgIIxCNAv1Rw_MqTrXNMlyg5lK Scale = 1:39.2 1 2 3 4 7 6 5 8 9 2x4 3x4 2x4 4x6 3x4 3x4 TJC37 TJC37 2-7-13 2-7-13 5-3-11 2-7-13 -1-0-9 1-0-9 2-7-13 2-7-13 5-3-11 2-7-13 1-7-146-4-110.58 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-1-8,0-1-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.10 0.06 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 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 5-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=390/0-3-7, 5=243/Mechanical Max Horz 7=147(LC 7) Max Uplift 5=-154(LC 7) Max Grav 7=390(LC 1), 5=283(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-304/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 5. 6) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 2-3-3 oc max. starting at 0-10-14 from the left end to 3-2-2 to connect truss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 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, 2-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=-102(F) 9=-59(F) September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss D1 Truss Type Common Qty 1 Ply 1 WF44 Job Reference (optional) I38442722 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-mrJASQDc1pAS99v8oXCXr9kUNJFSfOmziVHxuByg5lJ Scale = 1:78.6 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 23 24 3x4 4x6 3x4 3x6 3x4 4x6 3x4 4x6 3x6 3x6 3x6 3x6 7-0-0 7-0-0 15-0-0 8-0-0 22-0-0 7-0-0 -1-0-0 1-0-0 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 23-0-0 1-0-0 1-9-012-9-01-9-012.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-8] 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 0.33 0.52 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.25 0.02 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 131 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 5-6-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 5-13, 3-14, 7-10 REACTIONS.(lb/size)14=937/0-3-8, 10=937/0-3-8 Max Horz 14=276(LC 10) Max Uplift 14=-212(LC 12), 10=-212(LC 11) Max Grav 14=1062(LC 19), 10=1062(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-373/270, 3-5=-1029/446, 5-7=-1029/446, 7-8=-373/270, 2-14=-418/281, 8-10=-418/281 BOT CHORD 13-14=-155/751, 11-13=-38/504, 10-11=-52/657 WEBS 5-11=-327/619, 7-11=-358/366, 5-13=-326/619, 3-13=-358/366, 3-14=-908/54, 7-10=-907/54 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14 and 10. This connection is for uplift only and does not consider lateral forces. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss D2 Truss Type Common Qty 4 Ply 1 WF44 Job Reference (optional) I38442723 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-E1tYgmEEo6IJnJUKMEjmOMHfwjbgOr?7x90UQdyg5lI Scale = 1:78.6 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 3x4 4x6 3x6 3x6 3x4 4x6 3x4 4x6 3x6 3x6 3x6 7-0-0 7-0-0 15-0-0 8-0-0 22-0-0 7-0-0 -1-0-0 1-0-0 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 1-9-012-9-01-9-012.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-8] 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 0.34 0.52 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.25 0.02 (loc) 9-11 9-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-9, 5-11, 3-12, 6-8 REACTIONS.(lb/size)12=939/0-3-8, 8=867/0-3-8 Max Horz 12=-264(LC 9) Max Uplift 12=-212(LC 12), 8=-209(LC 11) Max Grav 12=1062(LC 19), 8=1014(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-372/270, 3-5=-1031/443, 5-6=-1034/452, 6-7=-273/205, 2-12=-418/281, 7-8=-294/204 BOT CHORD 11-12=-183/743, 9-11=-42/497, 8-9=-100/653 WEBS 5-9=-328/625, 6-9=-359/368, 5-11=-327/619, 3-11=-358/367, 3-12=-908/54, 6-8=-930/121 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 21-10-4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12 and 8. This connection is for uplift only and does not consider lateral forces. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss D3 Truss Type Common Qty 1 Ply 1 WF44 Job Reference (optional) I38442724 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-iERwt6FsZQQAPT3XwyE?waqpq60v7MSG9pm1y3yg5lH Scale = 1:52.8 1 2 3 4 5 8 7 6 9 10 11 12 4x6 2x4 2x4 3x10 6x8 6x8 6-4-0 6-4-0 12-8-0 6-4-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 13-8-0 1-0-0 1-9-08-1-01-9-012.00 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 0.39 0.20 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.05 0.00 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 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=564/0-3-8, 6=564/0-3-8 Max Horz 8=-186(LC 9) Max Uplift 8=-71(LC 12), 6=-71(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-447/114, 3-4=-447/114, 2-8=-508/145, 4-6=-508/145 BOT CHORD 7-8=-204/266 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-0, Exterior(2) 6-4-0 to 9-4-0, Interior(1) 9-4-0 to 13-8-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 6. This connection is for uplift only and does not consider lateral forces. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss D4 Truss Type Hip Qty 1 Ply 1 WF44 Job Reference (optional) I38442725 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-iERwt6FsZQQAPT3XwyE?waqpT6?x7JWG9pm1y3yg5lH Scale = 1:26.6 1 2 3 4 7 6 5 8 9 10 11 2x4 4x6 4x6 2x4 3x4 3x4 3x4 0-0-6 0-0-6 0-2-8 0-2-2 6-7-7 6-4-15 13-2-8 6-7-1 13-2-14 0-0-6 3-8-14 3-8-14 9-6-3 5-9-4 13-2-14 3-8-11 3-2-83-10-73-2-93-10-72.12 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 0.42 0.26 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.06 0.01 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=518/0-4-3, 5=518/0-4-3 Max Horz 7=8(LC 11) Max Uplift 7=-95(LC 7), 5=-95(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-448/105 BOT CHORD 6-7=-102/388, 5-6=-102/387 WEBS 2-7=-525/143, 3-5=-524/143 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-8-14, Exterior(2) 3-8-14 to 7-11-13, Interior(1) 7-11-13 to 9-6-3, Exterior(2) 9-6-3 to 13-1-2 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) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7 and 5. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss D5 Truss Type Hip Qty 1 Ply 1 WF44 Job Reference (optional) I38442726 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-AQ?I5SGVKkZ10dejTflETnM2kWOLsnbQOTVbVWyg5lG Scale = 1:30.0 1 2 3 4 7 6 5 2x4 4x6 4x6 2x4 3x4 3x4 3x4 0-0-6 0-0-6 0-2-8 0-2-2 4-7-7 4-4-15 9-2-8 4-7-1 9-2-14 0-0-6 2-6-13 2-6-13 6-8-4 4-1-6 9-2-14 2-6-10 3-11-04-4-73-11-14-4-72.12 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 0.12 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.02 0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=358/0-4-3, 7=358/0-4-3 Max Horz 7=6(LC 11) Max Uplift 5=-65(LC 8), 7=-65(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-304/110, 2-7=-304/110 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5 and 7. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss D6 Truss Type Hip Qty 1 Ply 1 WF44 Job Reference (optional) I38442727 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:10 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-ecYgIoG751huenDv1NGT??vBjwkZbFiZd7F81yyg5lF Scale = 1:31.1 1 2 3 4 6 5 3x4 3x4 3x4 2x4 3x4 3x4 0-0-6 0-0-6 0-2-8 0-2-2 2-7-7 2-4-15 5-0-6 2-4-15 5-2-8 0-2-2 5-2-14 0-0-6 1-4-12 1-4-12 3-10-5 2-5-8 5-2-14 1-4-9 4-7-84-10-74-7-84-10-72.12 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-2], [3:0-2-0,0-0-2], [4:0-1-8,0-1-8] 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 0.24 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.04 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 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-14 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=198/0-4-3, 6=198/0-4-3 Max Uplift 5=-39(LC 7), 6=-39(LC 7) 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5 and 6. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss D7 Truss Type Common Qty 1 Ply 1 WF44 Job Reference (optional) I38442728 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:10 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-ecYgIoG751huenDv1NGT??vEdwlmbFWZd7F81yyg5lF Scale = 1:16.4 1 2 3 4 5 6 4x6 3x6 3x6 2x4 2-0-0 2-0-0 4-0-0 2-0-0 -0-6-0 0-6-0 2-0-0 2-0-0 4-0-0 2-0-0 4-6-0 0-6-0 0-8-72-8-70-8-712.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0], [2:0-0-1,0-3-11], [4:0-0-0,0-0-0], [4:0-0-1,0-3-11] 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-P 0.05 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=187/0-3-8, 4=187/0-3-8 Max Horz 2=-48(LC 9) Max Uplift 2=-26(LC 11), 4=-26(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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G1 Truss Type Roof Special Girder Qty 1 Ply 1 WF44 Job Reference (optional) I38442729 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-a?gRjUINdfxct4MI9nIx5Q_UakIB3xOs4QkF6ryg5lD Scale = 1:46.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11181920212223242526 4x12 6x8 6x8 6x8 4x12 4x6 3x6 4x12 2x4 5x6 3x10 4x6 4x6 6x10 3x4 LU24 LU24 LU24 LU24 Special LU24 Special Special LU24 LU26 4-8-14 4-8-14 8-8-14 4-0-0 12-8-14 4-0-0 17-2-11 4-5-13 22-0-0 4-9-5 -1-0-0 1-0-0 4-8-14 4-8-14 8-8-14 4-0-0 12-8-14 4-0-0 13-8-0 0-11-2 16-4-0 2-8-0 19-0-4 2-8-4 22-0-0 2-11-12 23-0-0 1-0-0 1-9-06-5-147-5-01-9-07-5-012.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-2-0], [3:0-10-4,0-1-12], [5:0-5-4,0-3-0], [6:0-2-4,Edge], [7:0-2-8,Edge], [8:0-2-8,0-2-0], [9:0-2-0,0-1-4], [11:0-5-0,0-4-8], [13:0-2-0,0-2-4], [17:0-5-8,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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.41 0.56 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.12 -0.18 0.03 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 153 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* 2-17,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-14 max.): 3-5, 6-7. BOT CHORD Rigid ceiling directly applied or 7-1-3 oc bracing. WEBS 1 Row at midpt 5-13, 6-13 REACTIONS.(lb/size)17=2074/0-3-8, 11=2176/0-3-8 Max Horz 17=-174(LC 5) Max Uplift 17=-1200(LC 7), 11=-1255(LC 7) Max Grav 17=2074(LC 1), 11=2192(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1897/1142, 3-4=-1852/1202, 4-5=-1851/1202, 5-6=-2617/1665, 6-7=-1208/791, 7-8=-1945/1212, 8-9=-361/283, 2-17=-1866/1081, 9-11=-397/267 BOT CHORD 16-17=-238/280, 15-16=-748/1301, 13-15=-1042/1872, 12-13=-858/1557, 11-12=-628/1167 WEBS 3-16=-206/262, 3-15=-664/1048, 4-15=-274/146, 5-13=-1799/1205, 6-13=-1589/2449, 6-12=-886/541, 7-12=-819/1226, 8-12=-288/408, 2-16=-697/1197, 8-11=-1886/1003 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1200 lb uplift at joint 17 and 1255 lb uplift at joint 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 5-10-8 oc max. starting at 2-0-12 from the left end to 17-11-4 to connect truss(es) to front face of bottom chord. 9) Use Simpson Strong-Tie LU26 (6-10d Girder, 4-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 19-11-4 from the left end to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 298 lb down and 248 lb up at 10-0-12, and 290 lb down and 241 lb up at 13-11-4, and 290 lb down and 241 lb up at 15-11-4 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 Continued on page 2 September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G1 Truss Type Roof Special Girder Qty 1 Ply 1 WF44 Job Reference (optional) I38442729 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:12 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-a?gRjUINdfxct4MI9nIx5Q_UakIB3xOs4QkF6ryg5lD 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, 7-9=-60, 9-10=-60, 11-17=-20 Concentrated Loads (lb) Vert: 14=-260(F) 18=-235(F) 19=-207(F) 20=-201(F) 21=-208(F) 22=-242(F) 23=-242(F) 24=-242(F) 25=-242(F) 26=-298(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G2 Truss Type Half Hip Girder Qty 1 Ply 1 WF44 Job Reference (optional) I38442730 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-eu46scUn5GqTAO0AXR4SCa66GnYV4wk3XGtY7Tyg5l_ Scale = 1:25.8 1 2 3 4 7 6 5 8 9 4x12 2x4 4x6 2x4 3x4 3x4 LU24 LU24 2-7-3 2-7-3 6-0-0 3-4-13 -1-0-0 1-0-0 2-7-3 2-7-3 6-0-0 3-4-13 1-7-03-9-010.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-10-4,0-2-0] 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-P 0.19 0.06 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 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=255/Mechanical, 7=342/0-3-8 Max Horz 7=74(LC 7) Max Uplift 5=-201(LC 4), 7=-178(LC 7) Max Grav 5=267(LC 28), 7=364(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-327/162 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=201. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 4-0-12 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + 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: 8=-44(B) 9=-28(B) September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G3 Truss Type Half Hip Girder Qty 1 Ply 1 WF44 Job Reference (optional) I38442731 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-3TmEVdWgOBC21rklCZd9pDkaD_ZdHGcVDE5Cjoyg5kx Scale = 1:23.4 1 2 3 4 7 6 5 8 9 10 4x12 2x4 4x6 2x4 3x4 3x4 LU24 LU24 LU24 2-7-3 2-7-3 7-0-0 4-4-13 -1-0-0 1-0-0 2-7-3 2-7-3 7-0-0 4-4-13 1-7-03-9-010.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-10-4,0-2-0] 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-P 0.33 0.10 0.13 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: 40 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=318/Mechanical, 7=389/0-3-8 Max Horz 7=104(LC 7) Max Uplift 5=-337(LC 4), 7=-243(LC 7) Max Grav 5=391(LC 31), 7=435(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-315/224, 2-7=-413/242 WEBS 3-5=-289/261 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=337. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 6-0-12 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + 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: 8=-44(F) 9=-28(F) 10=-30(F) September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G4 Truss Type Roof Special Girder Qty 1 Ply 1 WF44 Job Reference (optional) I38442732 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:31 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-XfKcizXI9UKvf?JxmH8OMQHn9OvV0kTfSurlFEyg5kw Scale = 1:40.0 1 2 3 4 5 8 7 6 6x8 4x6 2x4 4x6 3x4 2x4 4x6 TJC37 2-7-3 2-7-3 7-0-0 4-4-13 -1-0-0 1-0-0 2-7-3 2-7-3 3-7-3 1-0-0 7-0-0 3-4-13 1-7-03-9-06-7-03-9-010.00 12 Plate Offsets (X,Y)-- [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-P 0.19 0.06 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 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)6=280/Mechanical, 8=369/0-3-8 Max Horz 8=209(LC 22) Max Uplift 6=-228(LC 7), 8=-61(LC 7) Max Grav 6=344(LC 28), 8=369(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-261/198, 3-8=-266/60 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 6=228. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-7-3 from the left end to connect truss(es) to back face of bottom chord, skewed 50.2 deg.to the right, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-8=-20 Concentrated Loads (lb) Vert: 7=-43(B) September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G5 Truss Type Half Hip Girder Qty 2 Ply 1 WF44 Job Reference (optional) I38442733 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-?rt?wJXwwoSmH9u8J_fdvep_SoFIlCuogYaJogyg5kv Scale = 1:19.5 1 2 3 4 6 5 7 3x4 2x4 4x6 2x4 3x4 TJC37 1-6-0 1-6-0 2-0-0 0-6-0 -1-0-0 1-0-0 1-6-0 1-6-0 2-0-0 0-6-0 1-9-03-3-012.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [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 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) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=61/Mechanical, 6=164/0-3-8 Max Horz 6=88(LC 23) Max Uplift 5=-160(LC 7) Max Grav 5=148(LC 24), 6=164(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=160. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 1-6-0 from the left end to connect truss(es) to back face of bottom chord, skewed 39.8 deg.to the right, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + 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=-20(B) September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G6 Truss Type Roof Special Girder Qty 1 Ply 2 WF44 Job Reference (optional) I38442734 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:33 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-T2RN7fYYh6aduJTKtiBsRrM5wBT1UcryvCKsK7yg5ku Scale = 1:37.7 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 4x12 4x6 4x6 4x6 4x12 4x12 3x4 10x12 3x6 6x8 4x12 3x6 6x8 3x4 3x4 3x4 HUS26 HUS26 Special HUS26 HUS26 0-10-15 0-10-15 3-10-5 2-11-6 4-6-15 0-8-10 5-11-1 1-4-3 6-7-11 0-8-10 9-7-1 2-11-6 10-5-1 0-10-0 10-5-4 0-0-3 -1-0-0 1-0-0 0-10-15 0-10-15 3-10-5 2-11-6 4-6-15 0-8-10 5-0-9 0-5-10 5-5-7 0-4-15 5-11-1 0-5-10 6-7-11 0-8-10 9-7-1 2-11-6 10-5-4 0-10-3 1-9-02-7-155-2-95-8-25-10-01-9-1212.00 12 10.39 12 7.71 12 4.10 12 Plate Offsets (X,Y)-- [3:0-6-0,0-1-12], [6:0-3-0,Edge], [9:0-6-0,0-1-12], [12:0-1-12,0-0-0], [14:0-1-8,0-1-8], [15:0-1-8,0-1-8], [16:0-3-8,0-4-4], [17:0-4-8,0-1-8], [18:0-3-8,0-3-0] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.37 0.57 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 16-17 16-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 183 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* 2-18,10-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=5370/0-3-4 (req. 0-4-3), 18=4163/0-3-10 Max Horz 18=113(LC 23) Max Uplift 11=-667(LC 8), 18=-742(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-828/189, 3-4=-3064/507, 4-5=-2653/457, 5-6=-2114/363, 6-7=-2118/367, 7-8=-2652/454, 8-9=-2960/445, 9-10=-660/81, 2-18=-870/184, 10-11=-622/76 BOT CHORD 17-18=-330/1389, 16-17=-357/1483, 15-16=-376/2310, 14-15=-325/2200, 13-14=-298/2215, 12-13=-151/1193, 11-12=-147/1134 WEBS 3-17=-407/1446, 3-16=-91/974, 4-16=-360/1233, 3-18=-3474/636, 8-13=-19/612, 9-12=-66/891, 9-11=-3124/412, 9-13=-210/1235, 5-15=-279/1473, 7-14=-249/1457, 4-15=-887/340, 8-14=-340/22 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) The Fabrication Tolerance at joint 6 = 8% 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) 11 greater than input bearing size. 8) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11 and 18. This connection is for uplift only and does not consider lateral forces. 10) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss) or equivalent spaced at 4-0-0 oc max. starting at 1-11-12 from the left end to 10-2-8 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1717 lb down and 208 lb up at 5-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G6 Truss Type Roof Special Girder Qty 1 Ply 2 WF44 Job Reference (optional) I38442734 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:33 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-T2RN7fYYh6aduJTKtiBsRrM5wBT1UcryvCKsK7yg5ku 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, 4-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 8-9=-60, 9-10=-60, 11-18=-20 Concentrated Loads (lb) Vert: 11=-1725(B) 16=-1717(B) 14=-1717(B) 19=-1785(B) 20=-1717(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G7 Truss Type Roof Special Girder Qty 1 Ply 1 WF44 Job Reference (optional) I38442735 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-xE?lL?ZARPiUWT2WRPi5_3vKVbwlD5C58s3QsZyg5kt Scale = 1:35.1 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 4x6 4x6 5x6 5x6 4x12 3x6 3x6 3x4 4x12 3x10 2x4 3x4 3x4 3x4 3x4 3x4 TJC37 TJC37 Special TJC37 Special TJC37 2-11-5 2-11-5 4-0-4 1-0-15 4-8-11 0-8-7 5-4-1 0-7-7 6-0-8 0-8-7 7-1-7 1-0-15 10-0-12 2-11-5 -1-2-2 1-2-2 2-11-5 2-11-5 4-0-4 1-0-15 4-8-11 0-8-7 5-4-1 0-7-7 6-0-8 0-8-7 7-1-7 1-0-15 10-0-12 2-11-5 11-2-14 1-2-2 1-9-44-3-135-0-25-3-01-9-45-3-010.39 12 7.71 124.10 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [5:0-3-0,0-1-12], [7:0-1-8,0-3-4], [9:0-1-8,0-1-8], [11:0-3-12,0-1-8], [18:0-3-12,0-1-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.09 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 14 14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x6 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.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)18=688/0-3-7, 11=690/0-3-7 Max Horz 18=-125(LC 5) Max Uplift 18=-421(LC 7), 11=-425(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-540/397, 3-4=-477/412, 4-5=-418/380, 5-6=-384/356, 6-7=-407/369, 7-8=-472/406, 8-9=-543/400, 2-18=-654/421, 9-11=-656/424 BOT CHORD 16-17=-306/417, 15-16=-317/423, 14-15=-320/426, 13-14=-304/412, 12-13=-274/393 WEBS 2-17=-295/418, 9-12=-299/422 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 18 and 11. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-11-5 from the left end to connect truss(es) to back face of bottom chord, skewed 50.0 deg.to the right, sloping 0.0 deg. down. 9) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 4-0-4 from the left end to connect truss(es) to back face of bottom chord, skewed 30.0 deg.to the right, sloping 0.0 deg. down. 10) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 5-4-1 from the left end to connect truss(es) to back face of bottom chord, skewed 10.0 deg.to the left, sloping 0.0 deg. down. 11) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 7-1-7 from the left end to connect truss(es) to back face of bottom chord, skewed 50.0 deg.to the left, sloping 0.0 deg. down. 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 lb down and 141 lb up at 4-8-11, and 106 lb down and 134 lb up at 6-0-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G7 Truss Type Roof Special Girder Qty 1 Ply 1 WF44 Job Reference (optional) I38442735 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:35 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-PQZ7YLaoCjqL8ddj?7DKWGRVF?G_yYSENVpzP?yg5ks 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, 4-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 8-9=-60, 9-10=-60, 11-18=-20 Concentrated Loads (lb) Vert: 17=-40(B) 16=-82(B) 15=-97(B) 14=-97(B) 13=-82(B) 12=-40(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G8 Truss Type Roof Special Girder Qty 1 Ply 2 WF44 Job Reference (optional) I38442736 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-Lphuz1b3kK43Nwn56XFochWnFpspQJvXqpI4Tuyg5kq Scale = 1:82.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 152627282930313233343536373839404142434445464748 5x6 5x6 5x6 3x6 6x8 4x6 4x12 4x6 4x12 3x6 6x8 3x6 4x6 3x6 4x6 4x6 4x6 3x4 4x6 4x6 3x4 4x6 4x6 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 6-10-10 6-10-10 12-2-1 5-3-7 20-5-4 8-3-3 26-3-5 5-10-1 32-1-6 5-10-1 37-11-8 5-10-2 45-3-0 7-3-8 -1-0-0 1-0-0 3-7-1 3-7-1 6-10-10 3-3-9 11-9-3 4-10-9 12-2-1 0-4-14 18-7-7 6-5-6 25-0-12 6-5-6 31-6-2 6-5-6 37-11-8 6-5-6 41-5-8 3-6-0 45-3-0 3-9-8 46-3-0 1-0-0 1-7-07-3-147-7-151-7-07-7-1510.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-2-0], [6:0-4-4,0-2-0], [11:0-6-4,0-2-0], [21:0-4-0,0-4-0] 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 0.35 0.38 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.11 0.02 (loc) 21-23 15-16 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 541 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.): 4-5, 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-23. REACTIONS.(lb/size)21=4754/0-3-8 (req. 0-3-12), 25=1503/0-3-8, 15=1972/0-3-8 Max Horz 25=-171(LC 24) Max Uplift 21=-2737(LC 4), 25=-631(LC 7), 15=-890(LC 8) Max Grav 21=4754(LC 1), 25=1511(LC 18), 15=1979(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-327/189, 3-4=-1275/631, 4-5=-942/524, 5-6=-827/500, 6-7=-744/447, 7-8=-467/868, 8-10=-741/505, 10-11=-1473/896, 11-12=-1859/987, 12-13=-386/217, 2-25=-348/173, 13-15=-393/194 BOT CHORD 24-25=-484/895, 23-24=-468/822, 21-23=-478/358, 19-21=-270/487, 17-19=-789/1442, 16-17=-689/1393, 15-16=-582/1279 WEBS 4-24=-336/516, 5-24=-105/261, 5-23=-756/356, 6-23=-222/271, 7-23=-1012/1765, 7-21=-1798/941, 8-21=-2415/1370, 8-19=-1037/1761, 10-19=-1187/620, 10-17=-416/684, 11-16=-465/793, 12-16=-213/262, 3-25=-1093/438, 12-15=-1631/776 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 21 greater than input bearing size. 8) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=2737. 10) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 25 and 15. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G8 Truss Type Roof Special Girder Qty 1 Ply 2 WF44 Job Reference (optional) I38442736 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:37 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-Lphuz1b3kK43Nwn56XFochWnFpspQJvXqpI4Tuyg5kq NOTES- 12) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 43-2-4 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 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, 6-11=-60, 11-13=-60, 13-14=-60, 15-25=-20 Concentrated Loads (lb) Vert: 22=-201(B) 18=-201(B) 26=-233(B) 27=-201(B) 28=-201(B) 29=-201(B) 30=-201(B) 31=-201(B) 32=-201(B) 33=-201(B) 35=-201(B) 36=-201(B) 37=-201(B) 38=-201(B) 40=-201(B) 41=-201(B) 43=-201(B) 44=-201(B) 45=-201(B) 46=-201(B) 47=-201(B) 48=-233(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G9 Truss Type Roof Special Girder Qty 1 Ply 1 WF44 Job Reference (optional) I38442737 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-IBpeOidJGyKmdEwUEyHGh6c3XcUouA3qH7nAYmyg5ko Scale = 1:83.3 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 142425262728293031 6x8 5x6 6x8 6x8 3x6 4x6 4x6 4x12 2x4 3x10 2x4 6x8 3x6 3x6 4x6 3x4 4x6 3x6 3x6 3x6 3x6 LU24 7-2-11 7-2-11 12-0-9 4-9-14 20-5-4 8-4-11 28-7-5 8-2-1 36-9-7 8-2-2 45-3-0 8-5-9 -1-0-0 1-0-0 2-4-2 2-4-2 7-2-11 4-10-9 12-0-9 4-9-14 16-10-6 4-9-14 20-5-4 3-6-14 26-10-3 6-4-15 33-3-2 6-4-15 39-1-5 5-10-3 45-3-0 6-1-11 46-3-0 1-0-0 1-7-03-6-711-6-141-7-011-6-1410.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-2-0], [6:0-6-4,0-2-0], [8:0-4-0,0-3-4], [9:0-6-4,0-2-0] 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 0.62 0.67 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.26 0.02 (loc) 15-17 14-15 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 263 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-23: 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, 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-21. WEBS 1 Row at midpt 6-19, 7-19, 8-19, 9-17, 11-14 REACTIONS.(lb/size)19=2302/(0-3-8 + H10A Simpson Strong-Tie) (req. 0-3-12), 23=622/0-3-8, 14=829/0-3-8 Max Horz 23=248(LC 6) Max Uplift 19=-289(LC 7), 23=-198(LC 7), 14=-142(LC 27) Max Grav 19=2402(LC 2), 23=637(LC 18), 14=947(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-626/125, 4-5=-310/70, 5-6=-313/210, 6-7=-22/475, 7-8=-22/474, 8-9=-322/165, 9-11=-861/263, 11-12=-330/174, 12-14=-380/179 BOT CHORD 22-23=-204/389, 21-22=-166/632, 19-21=-267/212, 15-17=-26/432, 14-15=-28/639 WEBS 3-22=-34/376, 4-21=-563/196, 5-21=-353/237, 6-21=-314/924, 6-19=-911/235, 7-19=-328/120, 8-19=-1158/151, 8-17=-53/693, 9-17=-401/109, 9-15=-176/595, 11-15=-258/236, 3-23=-484/101, 11-14=-732/12 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) H10A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 19. This connection is for uplift only and does not consider lateral forces. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 23 and 14. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 1-8-12 from the left end to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G9 Truss Type Roof Special Girder Qty 1 Ply 1 WF44 Job Reference (optional) I38442737 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:39 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-IBpeOidJGyKmdEwUEyHGh6c3XcUouA3qH7nAYmyg5ko 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, 4-6=-60, 6-9=-60, 9-12=-60, 12-13=-60, 14-23=-20 Concentrated Loads (lb) Vert: 24=-18(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G10 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF44 Job Reference (optional) I38442738 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-2BEpwpJ?Oy3SVExUiVqAddXbD7cwoO7?J4ToeHyg5lC Scale = 1:81.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 152526272829303132 3x6 4x12 6x8 6x10 2x4 4x6 4x12 4x6 4x6 2x4 3x4 10x12 4x6 3x4 3x6 5x6 3x4 3x4 4x6 3x6 5x6 4x6 4x6 4x12 LU24 LU24 LU24 5-7-0 5-7-0 10-10-8 5-3-8 19-5-15 8-7-7 28-1-6 8-7-7 36-8-12 8-7-6 40-0-2 3-3-6 43-7-0 3-6-14 -1-0-0 1-0-0 5-7-0 5-7-0 10-10-8 5-3-8 11-3-12 0-5-4 17-10-10 6-6-14 24-5-7 6-6-14 31-0-5 6-6-14 36-8-12 5-8-8 40-0-2 3-3-6 43-7-0 3-6-14 0-10-145-6-1510-4-03-6-152-0-010-4-010.00 12 Plate Offsets (X,Y)-- [2:0-6-5,Edge], [4:0-1-8,0-1-8], [7:0-4-4,0-2-0], [9:0-6-0,Edge], [11:0-5-0,0-3-4], [12:0-5-4,0-3-4], [13:0-2-12,0-2-0], [16:0-2-12,0-2-0], [17:0-2-4,0-2-8], [24:0-1-12,0-1-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.67 0.66 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.64 0.19 (loc) 21-22 21-22 15 l/defl >999 >818 n/a L/d 240 180 n/a PLATES MT20 Weight: 257 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 11-12,1-5: 2x4 SP 2400F 2.0E, 9-11: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-22: 2x4 SP DSS, 15-18: 2x6 SPF No.2, 18-20: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 - 3-8-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-2 max.): 7-11, 12-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 23-24. 1 Row at midpt 6-22 WEBS 1 Row at midpt 8-22, 10-21, 10-19 REACTIONS.(lb/size)15=1805/Mechanical, 2=1803/0-3-8 Max Horz 2=229(LC 7) Max Uplift 15=-460(LC 4), 2=-204(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2343/260, 4-6=-2550/402, 6-7=-2418/440, 7-8=-1805/327, 8-10=-2440/402, 10-11=-2265/331, 11-12=-4306/770, 12-13=-1774/407 BOT CHORD 2-24=-317/1633, 21-22=-418/2367, 19-21=-413/2428, 17-19=-301/2016, 16-17=-492/3205, 15-16=-408/1773 WEBS 4-24=-533/158, 22-24=-331/1753, 4-22=-94/392, 7-22=-268/1311, 8-22=-909/239, 8-21=-33/379, 10-19=-534/209, 11-19=-148/785, 11-17=-549/2116, 12-17=-1578/494, 12-16=-2012/172, 13-16=-308/1451, 13-15=-2401/550 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 460 lb uplift at joint 15. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 39-2-4 from the left end to 42-4-4 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G10 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF44 Job Reference (optional) I38442738 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:13 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-2BEpwpJ?Oy3SVExUiVqAddXbD7cwoO7?J4ToeHyg5lC LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-60, 7-11=-60, 11-12=-60, 12-14=-60, 2-23=-20, 15-22=-20 Concentrated Loads (lb) Vert: 30=-24(F) 31=-24(F) 32=-24(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G11 Truss Type Half Hip Girder Qty 2 Ply 1 WF44 Job Reference (optional) I38442739 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-XOoB89Kd9GBJ7OWgGCLPAr4rjX56X2e9YkDMAjyg5lB Scale = 1:21.5 1 2 3 4 7 6 5 8 9 4x12 2x4 4x6 2x4 3x4 3x4 TJC37 Special LU24 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 1-9-03-1-1412.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-10-8,0-2-0] 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-P 0.37 0.08 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: 34 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=61(LC 4) Max Uplift 5=-150(LC 4), 7=-160(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-363/191 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 5. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 1-6-0 from the left end to connect truss(es) to back face of bottom chord, skewed 39.8 deg.to the right, sloping 0.0 deg. down. 10) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 4-0-12 from the left end to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 76 lb up at 2-0-12 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, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-13(B) 8=-28(B) 9=-28(B) September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G12 Truss Type COMMON GIRDER Qty 1 Ply 1 WF44 Job Reference (optional) I38442740 8.320 s Aug 28 2019 MiTek Industries, Inc. Mon Sep 9 11:34:12 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-_7XhoPo_9dXl?nOzau6ivB5dUC2wrispwSfa2vyfNPv Scale = 1:56.0 1 2 3 4 5 6 7 8 9 23 22 19 17 15 11 1021 18 16 14 13 2425 26 20 27 28 12 29 30 4x6 3x4 3x4 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 6x10 2x4 6x10 8x8 8x8 3x4 3x4 3x4 10x12 2x4 3x10 TJC37 LU24 LU24 LU24 TJC37 3-1-12 3-1-12 6-4-0 3-2-4 9-6-0 3-2-0 12-8-0 3-2-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 13-8-0 1-0-0 1-9-08-1-01-9-01-0-012.00 12 Plate Offsets (X,Y)-- [13:0-3-4,0-2-0], [21:0-3-4,0-2-0], [25:0-2-8,0-2-0], [26:0-2-8,0-2-0] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.11 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 18 17 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 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* 22-25,11-26,25-26: 2x6 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 24, 25, 26, 18, 16 REACTIONS.All bearings 3-5-8 except (jt=length) 12=0-3-8, 20=0-3-8. (lb) - Max Horz 23=-183(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 23, 10, 12, 20 except 22=-188(LC 7), 11=-196(LC 8) Max Grav All reactions 250 lb or less at joint(s) 12, 20 except 23=252(LC 15), 10=253(LC 14), 22=267(LC 14), 11=290(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 20-22=-137/292, 19-20=-137/292, 17-28=-66/272, 15-28=-66/272, 12-15=-58/265, 11-12=-58/265 WEBS 21-22=-351/193, 21-25=-265/36, 13-26=-266/40, 11-13=-357/202 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 20. 9) n/a 10) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 4-2-0 from the left end to connect truss(es) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 11) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 1-6-0 oc max. starting at 4-10-0 from the left end to 7-10-0 to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 8-6-0 from the left end to connect truss(es) to back face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 13) Fill all nail holes where hanger is in contact with lumber. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) StandardContinued on page 2 September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G12 Truss Type COMMON GIRDER Qty 1 Ply 1 WF44 Job Reference (optional) I38442740 8.320 s Aug 28 2019 MiTek Industries, Inc. Mon Sep 9 11:34:12 2019 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-_7XhoPo_9dXl?nOzau6ivB5dUC2wrispwSfa2vyfNPv 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, 5-8=-60, 8-9=-60, 10-23=-20, 13-21=-20 Concentrated Loads (lb) Vert: 19=14(B) 17=12(B) 15=14(B) 27=12(B) 28=12(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G13 Truss Type Roof Special Girder Qty 1 Ply 3 WF44 Job Reference (optional) I38442741 8.320 s Aug 28 2019 MiTek Industries, Inc. Mon Sep 9 11:38:51 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-Jou9MpA?SLg9_fDbQ_d8i09C4g9Pjh?t4MkqLEyfNLY Scale = 1:111.7 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 46 47 48 49 50 51 52 53 54 55 5657 58 5960 61 62 63 64 65 8x8 8x8 8x8 10x10 10x10 8x8 10x10 8x8 6x8 6x8 3x6 5x6 8x16 3x6 3x4 6x10 9x14 MT18HS 4x6 4x6 4x9 2x8 4x9 2x8 4x6 8x8 2x8 2x8 4x9 2x8 8x8 4x9 3x6 5x9 5x6 4x6 4x6 4x6 10x10 2x8 4x6 5x6 Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special 2-1-6 2-1-6 4-10-12 2-9-6 8-9-1 3-10-5 12-5-10 3-8-9 16-3-15 3-10-5 19-1-8 2-9-9 21-11-1 2-9-9 24-7-10 2-8-10 27-3-8 2-7-14 29-11-6 2-7-14 32-7-15 2-8-10 35-5-8 2-9-9 38-3-1 2-9-9 42-2-14 3-11-13 47-0-11 4-9-13 48-5-8 1-4-13 50-9-8 2-4-0 -1-0-0 1-0-0 2-1-6 2-1-6 4-10-12 2-9-6 8-9-1 3-10-5 12-5-10 3-8-9 16-3-15 3-10-5 19-1-8 2-9-9 21-11-1 2-9-9 24-7-10 2-8-10 27-3-8 2-7-14 29-11-6 2-7-14 32-7-15 2-8-10 35-5-8 2-9-9 38-3-1 2-9-9 42-2-14 3-11-13 47-0-11 4-9-13 48-1-1 1-0-7 48-5-8 0-4-7 50-8-6 2-2-14 50-9-8 0-1-2 52-2-8 1-5-0 1-7-05-7-158-5-81-9-132-0-00-9-02-0-02-0-02-0-05-7-1510.00 12 12.00 12 8.49 12 Plate Offsets (X,Y)-- [5:0-5-4,0-4-0], [9:0-3-0,0-4-0], [10:0-5-4,0-5-0], [14:0-5-4,0-5-0], [15:0-3-4,0-4-0], [16:0-5-4,0-4-8], [19:0-4-0,0-3-15], [20:0-1-12,0-1-4], [24:0-2-12,0-2-8], [26:0-3-12,0-2-13], [26:0-1-12,0-1-12], [27:0-3-4,Edge], [29:0-6-8,0-4-0], [31:0-2-8,0-2-0], [32:0-4-0,0-2-12], [34:0-5-0,0-6-0], [39:0-4-0,0-2-4], [43:0-3-12 ,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 0.50 0.61 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.59 -0.96 0.22 (loc) 35 35 24 l/defl >999 >631 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 1558 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x8 SP No.2 *Except* 16-19: 2x6 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E *Except* 17-30,18-28,21-27: 2x4 SPF-S 1650F 1.6E, 24-25: 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 9-39,15-32: 2x4 SPF-S 1650F 1.6E, 12-35,22-24: 2x6 SPF No.2 SLIDER Left 2x6 SPF No.2 -à 1-8-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-8, 10-14, 16-19. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=4368/0-3-8, 24=4477/0-2-11 Max Horz 2=152(LC 4) Max Uplift 2=-2497(LC 7), 24=-2509(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4929/2849, 3-4=-4819/2826, 4-5=-5212/3086, 5-6=-6432/3866, 6-7=-6429/3866, 7-8=-10089/5960, 8-9=-9991/5874, 9-10=-9966/5881, 10-11=-11810/6911, 11-12=-11644/6800, 12-13=-11644/6800, 13-14=-11428/6635, 14-15=-8913/5201, 15-16=-8976/5216, 16-17=-10311/6013, 17-18=-10999/6375, 18-19=-11351/6579, 19-20=-9559/5530, 20-21=-10249/5890, 21-22=-1668/977, 22-24=-2589/1456 BOT CHORD 2-45=-1865/3055, 45-46=-1861/3048, 44-46=-1861/3048, 44-47=-2413/4031, 47-48=-2413/4031, 43-48=-2413/4031, 43-49=-5104/8619, 49-50=-5104/8619, 42-50=-5104/8619, 42-51=-5104/8619, 41-51=-5104/8619, 41-52=-5104/8619, 40-52=-5104/8619, 40-53=-5961/10145, 39-53=-5961/10145, 38-39=-6666/11466, 38-54=-6666/11466, 37-54=-6666/11466, 37-55=-6666/11464, 36-55=-6666/11464, 36-56=-6851/11815, 56-57=-6851/11815, 35-57=-6851/11815, 35-58=-6573/11431, 34-58=-6573/11431, 34-59=-6144/10738, 33-59=-6144/10738, 33-60=-6142/10735, 32-60=-6142/10735, 32-61=-4997/8690, 31-61=-4997/8690, 31-62=-246/433, 62-63=-246/433, 30-63=-246/433, 17-29=-469/204, 29-64=-351/600, 64-65=-351/600, 28-65=-351/600, 27-28=-397/535, 18-27=-458/712, 26-27=-5030/8827, 21-26=-5234/9181, 24-25=-749/1312 WEBS 25-26=-2126/3751, 5-44=-264/150, 5-43=-2330/3930, 7-43=-3700/2145, 7-42=-363/471, 7-40=-1442/2487, 8-40=-1843/1002, 8-39=-5409/3274, 9-39=-7664/12865, 10-39=-8112/4716, 14-32=-8274/4819, 15-32=-6815/11558, 16-32=-4111/2466, 16-31=-3992/2230, 29-31=-5330/9260, 16-29=-1285/2210, 21-25=-3969/2266, 21-24=-2120/1204, 10-36=-501/855, 11-35=-463/249, 13-34=-841/452, 13-35=-349/566, 14-34=-906/1525, 4-45=-365/209, 4-44=-806/1318, 27-29=-5995/10410, 17-27=-378/707, 20-26=-666/1215, 19-27=-2433/4165 Continued on page 2 September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G13 Truss Type Roof Special Girder Qty 1 Ply 3 WF44 Job Reference (optional) I38442741 8.320 s Aug 28 2019 MiTek Industries, Inc. Mon Sep 9 11:38:52 2019 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-n_SXZ9BdDfo0bpon_h8NFEiNq3VeS8F1J0UNtgyfNLX NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) 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. 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 24. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=2497, 24=2509. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 137 lb down and 135 lb up at 2-0-12, 123 lb down and 130 lb up at 4-0-12, 118 lb down and 153 lb up at 6-0-12, 118 lb down and 153 lb up at 8-0-12, 118 lb down and 153 lb up at 10-0-12, 118 lb down and 153 lb up at 11-1-8, 104 lb down and 154 lb up at 13-1-8, 61 lb down and 111 lb up at 15-1-8, 530 lb down and 405 lb up at 17-1-8, 242 lb down and 222 lb up at 19-1-8, 530 lb down and 405 lb up at 21-1-8, 61 lb down and 111 lb up at 23-1-8, 104 lb down and 154 lb up at 25-1-8, 118 lb down and 153 lb up at 26-11-8, 118 lb down and 153 lb up at 27-6-8, 104 lb down and 154 lb up at 29-5-8, 61 lb down and 111 lb up at 31-5-8, 530 lb down and 405 lb up at 33-5-8, 242 lb down and 222 lb up at 35-5-8, 530 lb down and 405 lb up at 37-5-8, 61 lb down and 111 lb up at 39-5-8, 104 lb down and 154 lb up at 41-5-8, 118 lb down and 153 lb up at 43-5-8, and 118 lb down and 153 lb up at 45-5-8, and 173 lb down and 175 lb up at 46-10-15 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: 1-5=-60, 5-8=-60, 8-9=-60, 9-10=-60, 10-14=-60, 14-15=-60, 15-16=-60, 16-19=-60, 19-22=-60, 22-23=-60, 2-30=-20, 28-29=-20, 26-27=-20, 24-25=-20 Concentrated Loads (lb) Vert: 28=-173(F) 39=-242(F) 35=-118(F) 32=-242(F) 45=-137(F) 46=-123(F) 47=-118(F) 48=-118(F) 49=-118(F) 50=-118(F) 51=-104(F) 52=-61(F) 53=-530(F) 54=-530(F) 55=-61(F) 56=-104(F) 57=-118(F) 58=-104(F) 59=-61(F) 60=-530(F) 61=-530(F) 62=-61(F) 63=-104(F) 64=-118(F) 65=-118(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G14 Truss Type COMMON GIRDER Qty 1 Ply 3 WF44 Job Reference (optional) I38442742 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-IwHDpuQeGjBB4d7DkuUHVXPGYmldPa7KN_9nSFyg5l3 Scale = 1:52.4 1 2 3 4 5 10 9 8 7 6111213141516 4x6 4x6 4x6 4x6 4x6 8x8 3x4 8x8 3x4 8x8 HUS26 HUS26 HUS26 HUS28 HUS28 HUS26 3-3-12 3-3-12 6-4-0 3-0-4 9-4-4 3-0-4 12-8-0 3-3-12 3-3-12 3-3-12 6-4-0 3-0-4 9-4-4 3-0-4 12-8-0 3-3-12 1-9-08-1-01-9-012.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-2-0], [2:0-1-4,0-1-8], [4:0-1-4,0-1-8], [5:0-2-0,0-2-0], [7:0-3-8,0-5-0], [8:0-4-0,0-5-4], [9:0-3-8,0-5-0] 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 0.43 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.01 (loc) 8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 301 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF No.2 *Except* 1-10,5-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=7698/0-3-8 (req. 0-4-0), 6=6604/0-3-8 Max Horz 10=-118(LC 3) Max Uplift 10=-1063(LC 8), 6=-879(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5409/746, 2-3=-4394/683, 3-4=-4394/683, 4-5=-5474/767, 1-10=-5493/741, 5-6=-5576/769 BOT CHORD 9-10=-173/416, 8-9=-538/3763, 7-8=-509/3809, 6-7=-55/364 WEBS 3-8=-892/5923, 4-8=-1318/278, 4-7=-256/1733, 2-8=-1235/250, 2-9=-216/1618, 1-9=-478/3730, 5-7=-509/3817 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) WARNING: Required bearing size at joint(s) 10 greater than input bearing size. 7) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10 and 6. This connection is for uplift only and does not consider lateral forces. 9) Use Simpson Strong-Tie HUS26 (14-16d Girder, 4-16d Truss) or equivalent at 0-8-12 from the left end to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong-Tie HUS26 (14-16d Girder, 6-16d Truss) or equivalent spaced at 6-0-0 oc max. starting at 2-8-12 from the left end to 10-8-12 to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong-Tie HUS28 (22-10d Girder, 8-10d Truss) or equivalent at 6-8-12 from the left end to connect truss(es) to front face of bottom chord. 12) Use Simpson Strong-Tie HUS28 (22-10d Girder, 4-10d Truss) or equivalent at 8-8-12 from the left end to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber.Continued on page 2 September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G14 Truss Type COMMON GIRDER Qty 1 Ply 3 WF44 Job Reference (optional) I38442742 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:22 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-IwHDpuQeGjBB4d7DkuUHVXPGYmldPa7KN_9nSFyg5l3 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 11=-2077(F) 12=-2152(F) 13=-2232(F) 14=-2312(F) 15=-2317(F) 16=-2237(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G15 Truss Type Hip Girder Qty 1 Ply 1 WF44 Job Reference (optional) I38442743 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-m6rb1ERH11J2iniPIb?W1kxTZ9Bv88ZTcevK_iyg5l2 Scale = 1:14.3 1 2 3 4 5 6 78 9 4x6 4x6 3x6 3x6 3x4 TJC37 Special TJC37 2-0-0 2-0-0 4-0-0 2-0-0 -0-6-0 0-6-0 1-7-0 1-7-0 2-5-0 0-10-0 4-0-0 1-7-0 4-6-0 0-6-0 0-8-72-3-70-8-72-3-712.00 12 Plate Offsets (X,Y)-- [2:0-3-1,0-0-12], [2:0-2-1,0-4-6], [2:0-1-0,0-1-0], [3:0-4-8,0-2-0], [4:0-4-8,0-2-0], [5:0-1-0,0-1-0], [5:0-2-1,0-4-6], [5:0-3-1,0-0-12] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.04 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=268/0-3-8, 5=268/0-3-8 Max Horz 2=-41(LC 5) Max Uplift 2=-94(LC 7), 5=-94(LC 8) 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 5. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 1-7-0 from the left end to connect truss(es) to front face of bottom chord, skewed 39.8 deg.to the left, sloping 0.0 deg. down. 9) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-5-0 from the left end to connect truss(es) to front face of bottom chord, skewed 39.8 deg.to the right, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 53 lb up at 2-0-0 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: 1-3=-60, 3-4=-60, 4-6=-60, 2-5=-20 Concentrated Loads (lb) Vert: 7=-51(F) 8=-55(F) 9=-55(F) September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G16 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF44 Job Reference (optional) I38442744 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-EJPzEaRvoLSvJwHbsJWlayUQiZJztRQdrIeuX8yg5l1 Scale = 1:76.9 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 4x6 4x6 5x6 6x8 3x6 6x8 4x12 2x4 2x4 3x6 4x12 4x12 6x10 3x4 3x6 3x4 4x6 3x10 3x4 LU24 LU24 6-0-4 6-0-4 12-11-12 6-11-8 18-1-8 5-1-12 25-4-14 7-3-6 33-0-8 7-7-10 40-9-8 7-9-0 6-0-4 6-0-4 12-11-12 6-11-8 18-1-8 5-1-12 25-4-14 7-3-6 32-8-5 7-3-6 36-7-2 3-10-14 40-9-8 4-2-6 41-9-8 1-0-0 4-6-710-4-01-7-02-0-010-4-010.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [3:0-6-0,0-1-12], [7:0-6-0,0-1-12], [9:0-2-0,0-1-4], [15:0-3-4,0-2-4], [19:0-3-8,0-2-0] 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 0.91 0.88 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.45 0.13 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 228 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-7 max.): 1-2, 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-7-12 oc bracing: 17-19 6-0-0 oc bracing: 16-17. 1 Row at midpt 4-15 WEBS 1 Row at midpt 2-17, 3-17, 6-15, 8-11 REACTIONS.(lb/size)20=1688/0-3-8, 11=1692/0-3-8 Max Horz 20=-161(LC 3) Max Uplift 20=-425(LC 7), 11=-164(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1564/238, 1-2=-1967/269, 2-3=-2002/264, 3-4=-2036/340, 4-6=-2044/342, 6-7=-1969/303, 7-8=-1784/255, 9-11=-284/115 BOT CHORD 17-19=-365/2012, 4-15=-377/150, 14-15=-327/1969, 12-14=-168/1308, 11-12=-112/1231 WEBS 1-19=-316/2391, 2-19=-1258/204, 2-17=-670/225, 15-17=-271/1534, 3-15=-195/1144, 6-14=-602/223, 7-14=-236/1028, 8-11=-1753/180 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 20 and 11. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 0-10-0 oc max. starting at 0-10-12 from the left end to 1-8-12 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 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, 3-7=-60, 7-9=-60, 9-10=-60, 16-20=-20, 11-15=-20 Continued on page 2 September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G16 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF44 Job Reference (optional) I38442744 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:24 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-EJPzEaRvoLSvJwHbsJWlayUQiZJztRQdrIeuX8yg5l1 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 21=-24(B) 22=-47(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G17 Truss Type Half Hip Girder Qty 1 Ply 1 WF44 Job Reference (optional) I38442745 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-iVyLSwSXZeamx4soP01_691oDzrUc2Cm3yOR3ayg5l0 Scale = 1:19.2 1 2 3 4 6 5 7 8 4x6 2x4 4x12 2x4 3x4 TJC37 Special 4-0-0 4-0-0 -1-0-0 1-0-0 1-6-0 1-6-0 4-0-0 2-6-0 1-9-03-3-012.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-4-8,0-2-0] 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-P 0.09 0.10 0.01 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: 26 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 4-0-0 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=157/Mechanical, 6=249/0-3-8 Max Horz 6=63(LC 4) Max Uplift 5=-115(LC 4), 6=-101(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=115. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 1-6-0 from the left end to connect truss(es) to back face of bottom chord, skewed 39.8 deg.to the right, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 76 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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(B) 8=-28(B) September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G18 Truss Type Half Hip Girder Qty 1 Ply 1 WF44 Job Reference (optional) I38442746 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-iVyLSwSXZeamx4soP01_691oDzswc2Cm3yOR3ayg5l0 Scale = 1:18.0 1 2 3 4 6 5 4x6 2x4 4x12 2x4 3x4 TJC37 1-10-8 1-10-8 -1-0-0 1-0-0 1-2-11 1-2-11 1-10-8 0-7-13 1-9-02-11-1112.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-4-8,0-2-0], [5:Edge,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-P 0.09 0.01 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 6 6 6 l/defl **** >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 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 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=34/Mechanical, 6=149/0-3-8 Max Horz 5=58(LC 4) Max Uplift 5=-113(LC 7) Max Grav 5=94(LC 20), 6=149(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=113. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 1-5-5 from the left end to connect truss(es) to back face of bottom chord, skewed 39.8 deg.to the right, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in contact with lumber. 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, 5-6=-20 Concentrated Loads (lb) Vert: 5=6(B) September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G19 Truss Type Half Hip Girder Qty 4 Ply 1 WF44 Job Reference (optional) I38442747 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-AhWjfGT9KyicZER_zkZDfNZxLNAzLRswIc7_b1yg5l? Scale = 1:42.9 1 2 3 4 5 9 8 7 6 10 4x6 2x4 4x6 2x4 3x4 3x4 4x12 3x4 TJC37 TJC37 TJC37 2-10-4 2-10-4 5-7-4 2-9-1 7-0-0 1-4-12 -1-0-0 1-0-0 2-10-4 2-10-4 5-7-4 2-9-1 7-0-0 1-4-12 1-9-04-7-46-4-1212.00 12 7.82 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-4-12,0-2-0], [4:0-9-12,0-2-0] 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-P 0.13 0.15 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.02 -0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 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: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=550/Mechanical, 9=451/0-3-8 Max Horz 9=152(LC 7) Max Uplift 6=-385(LC 7), 9=-129(LC 7) Max Grav 6=573(LC 32), 9=451(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-322/124, 2-9=-437/144 WEBS 4-7=-339/444, 4-6=-499/357 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=385. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use Simpson Strong-Tie TJC37 (4 nail, 22-30) or equivalent at 2-10-4 from the left end to connect truss(es) to front face of bottom chord, skewed 61.9 deg.to the left, sloping 0.0 deg. down. 11) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 4-6-12 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 12) Use Simpson Strong-Tie TJC37 (6 nail, 30-90) or equivalent at 5-7-4 from the left end to connect truss(es) to front face of bottom chord, skewed 28.1 deg.to the left, sloping 0.0 deg. down. 13) Fill all nail holes where hanger is in contact with lumber. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G19 Truss Type Half Hip Girder Qty 4 Ply 1 WF44 Job Reference (optional) I38442747 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:26 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-AhWjfGT9KyicZER_zkZDfNZxLNAzLRswIc7_b1yg5l? 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, 4-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 8=-52(F) 7=-220(F) 10=-123(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G20 Truss Type Half Hip Girder Qty 1 Ply 1 WF44 Job Reference (optional) I38442748 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-64eU4yUPsZyKoYbN48bhkofITAuDpOTDmwc5fvyg5kz Scale = 1:20.6 1 2 3 4 7 6 5 8 9 2x4 3x6 4x6 2x4 5x6 3x4 Special Special Special 2-3-8 2-3-8 4-0-0 1-8-8 -1-0-0 1-0-0 1-9-5 1-9-5 4-0-0 2-2-11 1-9-03-6-51-6-52-0-012.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0] 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-P 0.09 0.03 0.05 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: 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 4-0-0 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)7=272/0-3-8, 5=193/Mechanical Max Horz 7=68(LC 4) Max Uplift 7=-93(LC 7), 5=-155(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 5=155. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 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) 69 lb down and 72 lb up at 1-9-5, and 69 lb down and 84 lb up at 2-3-8, and 26 lb down and 46 lb up at 2-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + 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=-42(F) 8=-31(F) 9=-26(F) September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G21 Truss Type Hip Girder Qty 1 Ply 2 WF44 Job Reference (optional) I38442749 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:29 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-aGCsHIV1dt4BQiAZes6wH?BJia2vYnKM_aMfBLyg5ky Scale = 1:42.3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10161718192021222324 25 5x6 3x6 2x4 3x6 4x6 3x10 2x4 4x6 3x6 3x6 2x4 4x12 4x6 4x12 4x6 TJC37 TJC37 TJC37 TJC37 LU24 LU24 LU24 LU24 LU24 TJC37 TJC37 TJC37 TJC37 0-0-12 0-0-12 3-8-13 3-8-1 7-2-1 3-5-5 12-6-1 5-3-15 17-10-0 5-3-15 21-3-3 3-5-3 24-11-2 3-7-15 24-11-14 0-0-12 3-8-13 3-8-13 7-2-1 3-5-5 12-6-1 5-3-15 17-10-0 5-3-15 21-3-3 3-5-3 24-11-14 3-8-11 1-1-52-4-91-1-62-4-92.12 12 Plate Offsets (X,Y)-- [1:0-9-12,Edge], [4:0-2-4,0-2-0], [6:0-2-4,0-2-0], [9:0-9-13,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 0.77 0.77 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.55 0.08 (loc) 12 12 9 l/defl >999 >550 n/a L/d 240 180 n/a PLATES MT20 Weight: 226 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 4-6: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 1-10-10, Right 2x6 SPF No.2 -H 1-10-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (4-1-2 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=2014/0-3-7, 9=2015/0-3-7 Max Horz 1=26(LC 7) Max Uplift 1=-710(LC 3), 9=-711(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-4537/1628, 3-4=-6276/2304, 4-5=-7403/2703, 5-6=-7403/2703, 6-7=-6269/2302, 7-9=-4526/1624 BOT CHORD 1-15=-1540/4265, 14-15=-1540/4265, 12-14=-2249/6191, 11-12=-2223/6184, 10-11=-1513/4254, 9-10=-1513/4254 WEBS 3-15=-334/135, 3-14=-806/2135, 4-12=-520/1425, 5-12=-311/144, 6-12=-522/1431, 7-11=-808/2140, 7-10=-336/135 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 9. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 2-9-15 oc max. starting at 2-2-13 from the left end to 6-11-6 to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong-Tie TJC37 (6 nail 90-150) or equivalent at 7-10-5 from the left end to connect truss(es) to back face of bottom chord, skewed 22.5 deg.to the right, sloping 0.0 deg. down. 12) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 8-6-1 from the left end to 16-6-1 to connect truss(es) to back face of bottom chord. Continued on page 2 September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss G21 Truss Type Hip Girder Qty 1 Ply 2 WF44 Job Reference (optional) I38442749 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:29 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-aGCsHIV1dt4BQiAZes6wH?BJia2vYnKM_aMfBLyg5ky NOTES- 13) Use Simpson Strong-Tie TJC37 (6 nail, 30-90) or equivalent at 17-1-12 from the left end to connect truss(es) to back face of bottom chord, skewed 22.5 deg.to the left, sloping 0.0 deg. down. 14) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 2-9-15 oc max. starting at 18-0-11 from the left end to 22-9-4 to connect truss(es) to back face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 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, 1-9=-20 Concentrated Loads (lb) Vert: 14=-164(B) 12=-201(B) 11=-164(B) 16=-26(B) 17=-79(B) 18=-243(B) 19=-201(B) 20=-201(B) 21=-201(B) 22=-201(B) 23=-243(B) 24=-79(B) 25=-26(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss H1 Truss Type Hip Qty 1 Ply 1 WF44 Job Reference (optional) I38442750 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-mOM0b2ex1FTdEOVgngpVDK8GW0uldhg_WnWk4Dyg5kn Scale = 1:57.7 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 6x8 3x6 3x10 4x6 4x12 3x4 4x6 3x4 3x4 3x4 3x4 7-4-0 7-4-0 14-8-0 7-4-0 22-0-0 7-4-0 -1-0-0 1-0-0 4-1-12 4-1-12 8-0-1 3-10-4 13-11-15 5-11-14 17-10-4 3-10-4 22-0-0 4-1-12 23-0-0 1-0-0 1-9-09-9-11-9-09-9-112.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0], [5:0-7-0,0-2-0] 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 0.47 0.43 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.19 0.02 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 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 5-12 REACTIONS.(lb/size)13=937/0-3-8, 9=937/0-3-8 Max Horz 13=219(LC 10) Max Uplift 13=-206(LC 11), 9=-206(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-270/180, 3-4=-800/346, 4-5=-547/298, 5-6=-819/346, 6-7=-270/180, 2-13=-317/210, 7-9=-317/210 BOT CHORD 12-13=-188/609, 10-12=-70/500, 9-10=-70/524 WEBS 4-12=-106/303, 5-10=-139/354, 3-13=-788/107, 6-9=-809/107 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-0-1, Exterior(2) 8-0-1 to 12-2-15, Interior(1) 12-2-15 to 13-11-15, Exterior(2) 13-11-15 to 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 9. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss H2 Truss Type Hip Qty 1 Ply 1 WF44 Job Reference (optional) I38442751 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:43 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-Az29D4gpKArC5rEFToMCrymp6Dvkq_yQCllOhYyg5kk Scale = 1:66.9 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 23 6x8 4x12 3x4 3x10 4x6 3x4 4x6 3x6 3x6 3x6 3x6 7-4-0 7-4-0 14-8-0 7-4-0 22-0-0 7-4-0 -1-0-0 1-0-0 4-11-12 4-11-12 9-8-1 4-8-4 12-3-15 2-7-14 17-0-4 4-8-4 22-0-0 4-11-12 23-0-0 1-0-0 1-9-011-5-11-9-011-5-112.00 12 Plate Offsets (X,Y)-- [4:0-2-8,Edge], [5:0-8-4,0-1-0] 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 0.26 0.48 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.15 0.02 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 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 5-11-1 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 5-12 REACTIONS.(lb/size)13=937/0-3-8, 9=937/0-3-8 Max Horz 13=252(LC 10) Max Uplift 13=-209(LC 11), 9=-209(LC 12) Max Grav 13=1021(LC 18), 9=1027(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-321/221, 3-4=-928/398, 4-5=-548/314, 5-6=-939/400, 6-7=-321/221, 2-13=-368/244, 7-9=-367/243 BOT CHORD 12-13=-175/700, 10-12=-49/506, 9-10=-57/609 WEBS 3-12=-277/292, 4-12=-186/424, 5-10=-233/503, 6-10=-282/294, 3-13=-851/77, 6-9=-862/78 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-1, Exterior(2) 9-8-1 to 16-6-14, Interior(1) 16-6-14 to 23-0-0 zone; cantilever left and right exposed ; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 9. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss H3 Truss Type Half Hip Qty 1 Ply 1 WF44 Job Reference (optional) I38442752 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-e9cXRQhS5Uz3j?pR0WtROAJzFdI4ZdsZRPUxD_yg5kj Scale = 1:35.2 1 2 3 4 6 5 7 8 4x6 2x4 4x12 2x4 3x4 6-0-0 6-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 6-0-0 1-0-0 1-7-05-9-010.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-4-4,0-2-0], [5:Edge,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-P 0.36 0.22 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.08 -0.00 (loc) 6 5-6 5 l/defl **** >834 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=227/Mechanical, 6=293/0-3-8 Max Horz 6=134(LC 11) Max Uplift 5=-116(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-0-0, Exterior(2) 5-0-0 to 5-10-4 zone; cantilever left and right exposed ; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=116. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss H4 Truss Type Half Hip Qty 1 Ply 1 WF44 Job Reference (optional) I38442753 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-6LAvemi4so5wL9OeaDOgwNs801cKI3xjg3EVlQyg5ki Scale = 1:36.1 1 2 3 4 6 5 7 8 2x4 4x12 2x4 4x6 3x4 7-0-0 7-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 7-0-0 2-0-0 1-7-05-9-010.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-4-4,0-2-0] 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-P 0.36 0.34 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.18 -0.00 (loc) 6 5-6 5 l/defl **** >442 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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=262/Mechanical, 6=343/0-3-8 Max Horz 6=134(LC 11) Max Uplift 5=-95(LC 11), 6=-7(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-276/61 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-0-0, Exterior(2) 5-0-0 to 6-10-4 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss H5 Truss Type Half Hip Qty 2 Ply 1 WF44 Job Reference (optional) I38442754 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-6LAvemi4so5wL9OeaDOgwNsCe1eqI3Ejg3EVlQyg5ki Scale = 1:29.8 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 1-9-04-9-112.00 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-P 0.13 0.25 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.10 0.00 (loc) 6 5-6 5 l/defl **** >717 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=102(LC 11) Max Uplift 5=-68(LC 8), 6=-9(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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-1, Exterior(2) 3-0-1 to 5-10-4 zone; cantilever left and right exposed ; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss H6 Truss Type Half Hip Qty 2 Ply 1 WF44 Job Reference (optional) I38442755 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-bYkHs6iid5DnyJzq8wvvTbOKRR_61TPsujz2Hsyg5kh Scale = 1:39.1 1 2 3 4 6 5 7 6x8 2x4 3x4 2x4 3x4 6-0-0 6-0-0 -1-0-0 1-0-0 4-8-1 4-8-1 6-0-0 1-3-15 1-9-06-5-112.00 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-P 0.32 0.24 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.10 0.00 (loc) 6 5-6 5 l/defl **** >717 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 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=152(LC 11) Max Uplift 5=-125(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-268/223 WEBS 3-6=-284/219 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-8-1, Exterior(2) 4-8-1 to 5-10-4 zone; cantilever left and right exposed ; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=125. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss H7 Truss Type Hip Qty 1 Ply 1 WF44 Job Reference (optional) I38442756 8.320 s Aug 28 2019 MiTek Industries, Inc. Mon Sep 9 11:41:17 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-2tjL?kxa3C4SV5Of_eENdpC9sWuXwhtNf46YTmyfNJG Scale = 1:97.3 1 2 3 4 5 6 7 8 9 10 11 12 1314 27 26 25 24 23 22 21 20 19 18 17 16 15 28 29 30 31 32 33 34 35 36 37 3x10 8x16 4x6 6x6 4x9 3x6 5x6 6x12 3x4 3x4 7x12 5x9 4x12 3x4 5x6 4x6 4x6 4x6 4x6 6x12 4x9 3x8 4x6 4x6 6x8 5x9 10-4-1 10-4-1 20-4-11 10-0-9 32-1-15 11-9-4 40-5-14 8-3-14 45-3-11 4-9-13 50-2-8 4-10-13 52-9-2 2-6-10 52-9-8 0-0-6 7-2-4 7-2-4 15-6-2 8-3-14 23-10-1 8-3-14 32-1-15 8-3-14 40-5-14 8-3-14 45-3-11 4-9-13 47-4-10 2-0-15 50-2-8 2-9-14 52-9-8 2-7-0 54-2-8 1-5-0 1-7-07-6-141-9-02-0-02-0-02-0-02-0-07-6-1410.00 12 8.49 12 Plate Offsets (X,Y)-- [2:1-0-12,0-2-12], [12:0-1-4,0-2-12], [15:0-4-8,0-2-12], [17:0-4-8,0-2-0], [18:0-5-2,0-4-0], [20:0-5-4,0-2-12], [22:0-2-8,0-3-8], [25:0-4-8,0-0-8], [27:0-4-0 ,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 0.46 0.99 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.90 0.42 (loc) 22-24 22-24 15 l/defl >999 >699 n/a L/d 240 180 n/a PLATES MT20 Weight: 339 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 8-21,9-19,16-17: 2x4 SPF No.2, 23-25: 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 1-27,13-15: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-2 max.): 2-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-1-6 oc bracing: 24-26 2-2-0 oc bracing: 22-24. 10-0-0 oc bracing: 17-18 WEBS 1 Row at midpt 3-26, 5-22, 6-20, 2-27 REACTIONS.(lb/size)27=2092/Mechanical, 15=2194/0-4-3 Max Horz 27=126(LC 10) Max Uplift 27=-312(LC 8), 15=-333(LC 7) Max Grav 27=2114(LC 2), 15=2194(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-634/205, 2-28=-464/223, 2-29=-2445/465, 3-29=-2445/465, 3-4=-3694/687, 4-5=-3694/687, 5-6=-3726/710, 6-7=-3836/732, 7-30=-3836/732, 8-30=-3836/732, 8-9=-4182/740, 9-10=-4212/742, 10-31=-3602/629, 11-31=-3651/616, 11-12=-4756/711, 12-13=-679/149, 1-27=-548/204, 13-15=-1056/252 BOT CHORD 27-32=-382/1809, 32-33=-382/1809, 26-33=-382/1809, 26-34=-657/3245, 25-34=-657/3245, 25-35=-657/3245, 24-35=-657/3245, 24-36=-766/3837, 23-36=-766/3837, 23-37=-766/3837, 22-37=-766/3837, 8-20=-667/168, 17-18=-541/3822, 12-17=-397/2841 WEBS 2-26=-256/1593, 3-26=-1460/371, 3-24=-117/810, 5-24=-456/180, 6-22=-587/200, 20-22=-711/3704, 18-20=-762/4059, 8-18=-23/403, 10-18=-381/2049, 2-27=-2062/412, 11-17=-83/842, 12-15=-2123/311, 11-18=-824/116, 15-17=-184/1251 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 5-6-2, Interior(1) 5-6-2 to 7-2-4, Exterior(2) 7-2-4 to 14-7-14, Interior(1) 14-7-14 to 47-4-10, Exterior(2) 47-4-10 to 54-2-8 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 3) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 27=312. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 15. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss H8 Truss Type Hip Qty 1 Ply 1 WF44 Job Reference (optional) I38442757 8.320 s Aug 28 2019 MiTek Industries, Inc. Mon Sep 9 11:41:57 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-ta7TOPQgeV6mIERLK2ylFEs_EeaRIokFrIogsSyfNIe Scale = 1:101.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 28 29 30 31 32 3x8 5x6 4x6 6x6 4x9 5x6 3x6 5x6 6x12 3x4 3x4 7x12 10x10 5x6 4x6 4x9 4x9 2x4 6x10 4x6 3x8 4x6 6x6 6x10 4x9 5x6 9-7-1 9-7-1 19-2-10 9-7-9 28-10-4 9-7-10 38-5-14 9-7-10 43-3-11 4-9-13 52-2-8 8-10-13 54-9-2 2-6-10 54-9-8 0-0-6 4-11-4 4-11-4 9-7-1 4-7-12 19-2-10 9-7-10 28-10-4 9-7-10 38-5-14 9-7-10 43-3-11 4-9-13 46-6-11 3-3-0 52-2-8 5-7-13 54-9-8 2-7-0 56-2-8 1-5-0 1-7-09-6-141-9-02-0-02-0-02-0-02-0-09-6-1410.00 12 8.49 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-12], [12:0-3-8,0-3-8], [15:0-3-0,0-3-12], [17:0-0-0,0-2-8], [18:0-5-5,0-3-8], [20:0-5-8,0-3-0], [22:0-2-0,0-3-0] 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 0.50 0.83 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.68 0.50 (loc) 22-24 21-22 15 l/defl >999 >961 n/a L/d 240 180 n/a PLATES MT20 Weight: 371 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 8-21,9-19,16-17: 2x4 SPF No.2, 12-18: 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 1-27,13-15: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-4 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 9-7-14 oc bracing. Except: 10-0-0 oc bracing: 17-18 WEBS 1 Row at midpt 6-22, 20-22, 2-27, 11-18 2 Rows at 1/3 pts 4-26 REACTIONS.(lb/size)27=2172/Mechanical, 15=2273/0-4-3 Max Horz 27=166(LC 10) Max Uplift 27=-285(LC 8), 15=-300(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-459/107, 2-28=-345/123, 2-29=-2518/469, 3-29=-2369/493, 3-30=-1910/421, 4-30=-1908/421, 4-5=-3290/631, 5-6=-3290/631, 6-7=-3495/657, 7-8=-3495/657, 8-31=-3796/668, 9-31=-3796/668, 9-10=-3816/669, 10-32=-3430/586, 11-32=-3466/566, 11-12=-5097/695, 12-13=-559/134, 1-27=-398/116, 13-15=-879/227 BOT CHORD 26-27=-393/1781, 25-26=-585/3036, 24-25=-585/3036, 23-24=-585/3036, 22-23=-585/3036, 8-20=-823/179, 17-18=-538/4162, 12-17=-549/4162, 16-17=-179/1558, 15-16=-102/828 WEBS 2-26=-109/278, 3-26=-171/1191, 4-26=-1625/367, 4-24=0/531, 4-22=-118/429, 6-22=-746/240, 20-22=-611/3233, 6-20=-51/279, 18-20=-651/3747, 8-18=-17/436, 10-18=-333/1837, 2-27=-2261/354, 11-17=-36/935, 12-16=-1719/205, 12-15=-1538/225, 11-18=-1373/224 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 5-8-8, Interior(1) 5-8-8 to 9-7-1, Exterior(2) 9-7-1 to 17-4-1, Interior(1) 17-4-1 to 46-6-11, Exterior(2) 46-6-11 to 54-6-12, Interior(1) 54-6-12 to 56-2-8 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 3) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 27=285, 15=300. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss H9 Truss Type Half Hip Qty 1 Ply 1 WF44 Job Reference (optional) I38442758 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-TJzohTlCgKjCRwGbNm_rdRZ262NczLySpLxGQeyg5kd Scale = 1:27.7 1 2 3 4 6 5 7 4x6 2x4 4x12 2x4 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 3-2-0 3-2-0 4-0-0 0-10-0 1-9-04-11-012.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-4-8,0-2-0], [5:Edge,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-P 0.15 0.08 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.00 (loc) 6 5-6 5 l/defl **** >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 4-0-0 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=143/Mechanical, 6=217/0-3-8 Max Horz 6=106(LC 11) Max Uplift 5=-110(LC 11) Max Grav 5=153(LC 18), 6=217(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-2-0, Exterior(2) 3-2-0 to 3-10-4 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=110. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss H10 Truss Type Half Hip Qty 2 Ply 1 WF44 Job Reference (optional) I38442759 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-mOM0b2ex1FTdEOVgngpVDK8HK0vAdoJ_WnWk4Dyg5kn Scale = 1:50.0 1 2 3 5 4 6 7 2x4 4x6 2x4 3x4 7-0-0 7-0-0 -1-0-0 1-0-0 6-7-12 6-7-12 7-0-0 0-4-4 1-9-08-4-1212.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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-P 0.42 0.34 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.18 -0.00 (loc) 5 4-5 4 l/defl **** >442 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size)4=262/Mechanical, 5=343/0-3-8 Max Horz 5=216(LC 11) Max Uplift 4=-202(LC 11) Max Grav 4=300(LC 18), 5=343(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-276/0 WEBS 2-4=-223/255 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-10-4 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=202. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss H11 Truss Type Hip Qty 1 Ply 1 WF44 Job Reference (optional) I38442760 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-EawOpOeZoZbUsY4sLNKkmXhQrQBrMC07lRGHcfyg5km Scale = 1:36.0 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 2x4 3x6 4x12 4x6 3x4 4x12 4x6 4x6 2x4 4x6 0-0-6 0-0-6 6-1-0 6-0-10 15-2-1 9-1-1 21-2-8 6-0-7 21-2-14 0-0-6 0-2-8 0-2-8 6-1-0 5-10-9 10-7-9 4-6-8 15-2-1 4-6-8 21-2-14 6-0-13 1-9-92-10-71-9-92-10-72.12 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-4], [4:0-3-0,0-2-4], [7:0-4-0,0-2-0], [9:0-4-8,0-2-0] 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 0.50 0.63 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.39 0.03 (loc) 7-9 7-9 6 l/defl >999 >649 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-11 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=838/0-4-3, 6=838/0-4-3 Max Horz 10=14(LC 11) Max Uplift 10=-155(LC 7), 6=-155(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1510/267, 2-3=-1456/276, 3-4=-1453/275, 4-5=-1508/267, 1-10=-791/167, 5-6=-791/167 BOT CHORD 7-9=-322/1699 WEBS 3-9=-373/131, 3-7=-375/131, 1-9=-223/1406, 5-7=-223/1405 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-1-0, Exterior(2) 6-1-0 to 10-3-15, Interior(1) 10-3-15 to 15-2-1, Exterior(2) 15-2-1 to 19-4-15, Interior(1) 19-4-15 to 21-1-2 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) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10 and 6. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss H12 Truss Type Hip Qty 1 Ply 1 WF44 Job Reference (optional) I38442761 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-imUn0kfBZtjLUhf3v5rzIlEV8qZl5dIG_5?r85yg5kl Scale = 1:29.4 1 2 3 4 7 6 5 8 9 10 11 12 13 3x4 4x6 4x6 3x4 6x8 3x6 3x6 0-0-6 0-0-6 0-2-8 0-2-2 8-7-7 8-4-15 17-0-6 8-4-15 17-2-8 0-2-2 17-2-14 0-0-6 4-10-15 4-10-15 12-4-2 7-5-3 17-2-14 4-10-12 2-6-03-4-72-6-13-4-72.12 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 0.85 0.46 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.19 0.03 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-6 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=678/0-4-3, 5=678/0-4-3 Max Horz 7=11(LC 11) Max Uplift 7=-125(LC 7), 5=-125(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-893/153 BOT CHORD 6-7=-166/778, 5-6=-164/777 WEBS 2-7=-874/192, 3-5=-873/192 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-10-15, Exterior(2) 4-10-15 to 9-1-14, Interior(1) 9-1-14 to 12-4-2, Exterior(2) 12-4-2 to 16-7-0, Interior(1) 16-7-0 to 17-1-2 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) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7 and 5. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss H13 Truss Type Half Hip Structural Gable Qty 1 Ply 1 WF44 Job Reference (optional) I38442762 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-imUn0kfBZtjLUhf3v5rzIlEg5qga5kUG_5?r85yg5kl Scale = 1:15.1 1 2 3 4 6 5 4x6 2x4 3x4 2x4 2x4 0-0-14 0-0-14 2-4-0 2-3-2 -1-5-0 1-5-0 0-11-5 0-11-5 2-4-0 1-4-11 1-9-02-5-08.49 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-8], [3:0-4-0,0-2-0] 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 0.15 0.03 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 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 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=46/Mechanical, 6=211/0-1-13 Max Horz 6=49(LC 8) Max Uplift 5=-37(LC 8), 6=-25(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-5-0 to 2-2-4 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable studs spaced at 2-0-0 oc. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J1 Truss Type Jack-Closed Qty 1 Ply 1 WF44 Job Reference (optional) I38442763 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-TJzohTlCgKjCRwGbNm_rdRZya2L4zKeSpLxGQeyg5kd Scale = 1:38.6 1 2 3 5 4 6 7 2x4 3x4 2x4 4x6 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 1-7-06-7-010.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8] 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-P 0.56 0.24 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.10 -0.00 (loc) 5 4-5 4 l/defl **** >717 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=304/0-3-8, 4=221/Mechanical Max Horz 5=209(LC 11) Max Uplift 4=-195(LC 11) Max Grav 5=304(LC 1), 4=287(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-218/250 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever left and right exposed ; 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=195. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J2 Truss Type Jack-Closed Qty 1 Ply 1 WF44 Job Reference (optional) I38442764 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-mfuR9srb1UcDn?JxHkcUPvL8ltkj6VoUQx87Akyg5kW Scale = 1:38.6 1 2 4 3 5 6 2x4 3x4 2x4 4x6 6-0-0 6-0-0 6-0-0 6-0-0 1-7-06-7-010.00 12 Plate Offsets (X,Y)-- [1:0-1-8,0-1-8] 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-P 0.57 0.24 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.10 -0.00 (loc) 4 3-4 3 l/defl **** >717 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=228/0-3-8, 3=228/Mechanical Max Horz 4=186(LC 11) Max Uplift 3=-193(LC 11) Max Grav 4=228(LC 1), 3=289(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 3=193. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J3 Truss Type Jack-Closed Qty 2 Ply 1 WF44 Job Reference (optional) I38442765 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-bpFjQwvMcKMMVwm5e?jvfAbCSHlYWBoMpsbSONyg5kQ Scale = 1:43.3 1 2 3 5 4 6 7 2x4 3x4 2x4 4x6 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 1-7-07-5-010.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8] 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-P 0.43 0.34 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.18 -0.00 (loc) 5 4-5 4 l/defl **** >442 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=343/0-3-8, 4=262/Mechanical Max Horz 5=242(LC 11) Max Uplift 4=-221(LC 11) Max Grav 5=343(LC 1), 4=335(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-276/17, 3-4=-265/200 BOT CHORD 4-5=-270/239 WEBS 2-4=-243/275 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-10-4 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=221. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J4 Truss Type Jack-Closed Qty 3 Ply 1 WF44 Job Reference (optional) I38442766 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-?Oxr2xyFvFkxMOVgJ7GcHoDoQVrnjaaoVqp6?iyg5kN Scale = 1:22.0 1 2 3 5 4 3x4 3x6 2x4 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-9-03-9-012.00 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-R 0.12 0.12 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=98(LC 8) Max Uplift 4=-124(LC 11) Max Grav 5=160(LC 1), 4=114(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=124. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J5 Truss Type Jack-Closed Qty 2 Ply 1 WF44 Job Reference (optional) I38442767 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-TaVDGHztgYso_X3strorp0myLvBTS1qykUZfX9yg5kM Scale = 1:19.0 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 1-9-03-2-07.68 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-R 0.18 0.09 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=84(LC 8) Max Uplift 4=-78(LC 11) Max Grav 5=225(LC 1), 4=86(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J6 Truss Type Jack-Closed Qty 3 Ply 1 WF44 Job Reference (optional) I38442768 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-TaVDGHztgYso_X3strorp0myLvBTS1qykUZfX9yg5kM Scale = 1:19.0 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 1-9-03-2-07.68 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-R 0.18 0.09 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=32/Mechanical Max Horz 5=84(LC 8) Max Uplift 4=-78(LC 11) Max Grav 5=225(LC 1), 4=86(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J7 Truss Type Jack-Closed Qty 1 Ply 1 WF44 Job Reference (optional) I38442769 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-xn3cTdzVRs_fbhe3QYJ4MDJ75IXHBU45y8ID3byg5kL Scale = 1:21.4 1 2 3 5 43x4 3x4 2x4 2x4 2-11-11 2-11-11 -1-6-12 1-6-12 2-11-11 2-11-11 1-9-03-7-147.68 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-R 0.18 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=242/0-4-9, 4=75/Mechanical Max Horz 5=97(LC 8) Max Uplift 5=-3(LC 11), 4=-93(LC 11) Max Grav 5=242(LC 1), 4=118(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J8 Truss Type Jack-Closed Qty 2 Ply 1 WF44 Job Reference (optional) I38442770 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-xn3cTdzVRs_fbhe3QYJ4MDJ7eIY9BUc5y8ID3byg5kL Scale = 1:28.1 1 2 3 5 4 2x4 3x4 2x4 3x4 3-3-2 3-3-2 -1-0-3 1-0-3 3-3-2 3-3-2 1-9-04-11-911.82 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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-P 0.14 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=202/0-3-8, 4=105/Mechanical Max Horz 5=102(LC 11) Max Uplift 4=-115(LC 11) Max Grav 5=202(LC 1), 4=136(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J9 Truss Type Jack-Closed Qty 2 Ply 1 WF44 Job Reference (optional) I38442771 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-Pzd_hz_7CA6WDrDF_GqJvRrI?isCwxrFBo2mb1yg5kK Scale = 1:29.4 1 2 3 5 4 2x4 3x4 2x4 3x4 3-6-6 3-6-6 -1-0-3 1-0-3 3-6-6 3-6-6 1-9-05-2-1211.82 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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-P 0.17 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=212/0-3-8, 4=117/Mechanical Max Horz 5=110(LC 11) Max Uplift 4=-121(LC 11) Max Grav 5=212(LC 1), 4=148(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=121. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J10 Truss Type Jack-Closed Qty 2 Ply 1 WF44 Job Reference (optional) I38442772 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-xVXAvpmrRer334rnxUV4Ae6EDSjDiosb2?hpz4yg5kc Scale = 1:24.5 1 2 3 5 4 3x4 3x4 2x4 2x4 2-6-4 2-6-4 -1-0-3 1-0-3 2-6-4 2-6-4 1-9-04-2-1311.82 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-R 0.12 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 2-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=177/0-3-8, 4=71/Mechanical Max Horz 5=80(LC 11) Max Uplift 4=-98(LC 11) Max Grav 5=177(LC 1), 4=103(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J11 Truss Type Jack-Closed Qty 16 Ply 1 WF44 Job Reference (optional) I38442773 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-Pi5Y69nTCxzwgEQ_UB0JiseIbs1YREElHfQMVWyg5kb Scale = 1:45.2 1 2 3 5 4 6 7 2x4 3x4 2x4 3x4 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 1-9-07-9-012.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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-P 0.53 0.24 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.10 -0.00 (loc) 5 4-5 4 l/defl **** >717 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=186(LC 11) Max Uplift 4=-179(LC 11) Max Grav 5=304(LC 1), 4=257(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever left and right exposed ; 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=179. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J12 Truss Type Jack-Closed Qty 5 Ply 1 WF44 Job Reference (optional) I38442774 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-Pi5Y69nTCxzwgEQ_UB0JisePas3ERF6lHfQMVWyg5kb Scale = 1:19.5 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 1-7-03-3-010.00 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-R 0.08 0.07 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=59(LC 8) Max Uplift 4=-66(LC 11) Max Grav 5=160(LC 1), 4=71(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J13 Truss Type Jack-Closed Qty 6 Ply 1 WF44 Job Reference (optional) I38442775 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-tufxKVo5zF5nIO?A2uYYF3BYBFP4AiiuVJAw1yyg5ka Scale: 3/8"=1' 1 2 3 5 4 6 7 2x4 3x4 2x4 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-9-05-9-012.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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-P 0.22 0.09 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.02 -0.00 (loc) 5 4-5 4 l/defl **** >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 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)5=228/0-3-8, 4=138/Mechanical Max Horz 5=126(LC 11) Max Uplift 4=-133(LC 11) Max Grav 5=228(LC 1), 4=170(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-10-4 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=133. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J14 Truss Type Jack-Closed Qty 5 Ply 1 WF44 Job Reference (optional) I38442776 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-tufxKVo5zF5nIO?A2uYYF3BUmFNnAi1uVJAw1yyg5ka Scale = 1:17.2 1 2 3 5 4 6 7 2x4 3x4 2x4 4x6 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 1-0-02-6-03.00 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-P 0.50 0.24 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.10 -0.00 (loc) 4-5 4-5 4 l/defl >751 >717 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 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=304/0-3-0, 4=221/Mechanical Max Horz 5=46(LC 7) Max Uplift 5=-115(LC 7), 4=-94(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever left and right exposed ; end vertical left exposed; porch 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J15 Truss Type Jack-Closed Qty 1 Ply 1 WF44 Job Reference (optional) I38442777 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-M4DJXrpjkZDewXaMcc3noHkkdfmqv9c1kzvTaPyg5kZ Scale = 1:17.6 1 2 3 5 4 2x4 3x4 2x4 2x4 1-9-6 1-8-15 -1-6-12 1-6-12 1-9-6 1-9-6 1-9-02-10-117.68 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-R 0.18 0.06 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 1-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=221/0-4-9, 4=1/Mechanical Max Horz 5=55(LC 8) Max Uplift 5=-10(LC 11), 4=-44(LC 11) Max Grav 5=221(LC 1), 4=47(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J16 Truss Type Jack-Closed Qty 4 Ply 1 WF44 Job Reference (optional) I38442778 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-M4DJXrpjkZDewXaMcc3noHklZfm_v9B1kzvTaPyg5kZ Scale = 1:25.6 1 2 3 5 4 2x4 3x4 2x4 3x4 3-1-0 3-0-13 -1-1-10 1-1-10 3-1-0 3-1-0 1-9-04-5-1010.58 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8] 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-P 0.12 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=206/0-3-9, 4=94/Mechanical Max Horz 5=88(LC 11) Max Uplift 4=-97(LC 11) Max Grav 5=206(LC 1), 4=122(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J17 Truss Type Jack-Closed Qty 4 Ply 1 WF44 Job Reference (optional) I38442779 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-qGmhlBpLVsLVXh9ZAJa0KUGuL35Fec7Bzdf16ryg5kY Scale = 1:31.5 1 2 3 5 42x4 3x4 2x4 3x4 4-3-15 4-3-15 -1-0-0 1-0-0 4-3-15 4-3-15 1-8-15-7-1511.06 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8] 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-P 0.24 0.11 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.02 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=240/0-3-8, 4=152/Mechanical Max Horz 5=125(LC 11) Max Uplift 4=-125(LC 11) Max Grav 5=240(LC 1), 4=179(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 3-2-15, Exterior(2) 3-2-15 to 4-2-3 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=125. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J18 Truss Type Jack-Closed Qty 1 Ply 1 WF44 Job Reference (optional) I38442780 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-ITK3yWqzGAUM9rklj15Ftip3hTPeN36KCHOaeHyg5kX Scale = 1:26.6 1 2 3 5 4 3x4 3x6 3x4 2x4 1-10-8 1-10-8 -1-0-0 1-0-0 1-10-8 1-10-8 2-9-04-7-812.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-0-8] 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-R 0.20 0.17 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: 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 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=157/0-3-8, 4=38/Mechanical Max Horz 5=83(LC 8) Max Uplift 5=-7(LC 7), 4=-122(LC 11) Max Grav 5=159(LC 19), 4=118(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=122. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J18A Truss Type Jack-Closed Qty 1 Ply 1 WF44 Job Reference (optional) I38442781 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-ITK3yWqzGAUM9rklj15Ftip5UTQ7N36KCHOaeHyg5kX Scale = 1:26.6 1 2 4 3 2x4 2x4 2x4 2x4 1-10-8 1-10-8 1-10-8 1-10-8 2-9-04-7-812.00 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-R 0.09 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 4 4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=63/0-3-8, 3=63/Mechanical Max Horz 4=48(LC 11) Max Uplift 3=-113(LC 11) Max Grav 4=96(LC 20), 3=89(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 3=113. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J19 Truss Type Jack-Closed Qty 2 Ply 1 WF44 Job Reference (optional) I38442782 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-mfuR9srb1UcDn?JxHkcUPvLGftnc6WLUQx87Akyg5kW Scale = 1:14.0 1 2 3 4 2x4 2x4 3x6 2-6-0 2-5-3 -0-7-13 0-7-13 2-6-0 2-6-0 0-7-42-2-77.68 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-5], [2:0-0-7,0-4-5], [2:0-3-0,0-0-3] 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-P 0.06 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2-4 l/defl **** >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 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=81/Mechanical, 2=144/0-3-0 Max Horz 2=58(LC 11) Max Uplift 4=-37(LC 11), 2=-12(LC 11) Max Grav 4=86(LC 18), 2=144(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J20 Truss Type Jack-Closed Qty 1 Ply 1 WF44 Job Reference (optional) I38442783 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-ErSqNCsEonk4O9t8rS7jy7uM5G4WryUdfathjAyg5kV Scale: 3/8"=1' 1 2 3 4 7 6 5 8 9 2x4 3x4 2x4 2x4 6x8 3x4 1-1-2 1-1-2 4-0-0 2-10-14 -1-0-0 1-0-0 1-1-2 1-1-2 4-0-0 2-10-14 1-9-05-9-03-9-02-0-012.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-5-4,0-3-0] 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 0.34 0.21 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.04 0.12 (loc) 3-5 3-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-11 oc bracing. REACTIONS.(lb/size)7=228/0-3-8, 5=138/Mechanical Max Horz 7=126(LC 11) Max Uplift 5=-133(LC 11) Max Grav 7=228(LC 1), 5=170(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 3-6=-368/308 WEBS 2-6=-333/406 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-10-4 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=133. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J20A Truss Type Jack-Closed Qty 1 Ply 1 WF44 Job Reference (optional) I38442784 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-i20CaYssZ5sx0JSKP9eyVKRbqgT9aQ7nuEdEFcyg5kU Scale: 3/8"=1' 1 2 3 4 8 7 6 5 9 10 3x4 3x4 2x4 3x4 2x4 3x4 4x12 3-1-2 3-1-2 4-0-0 0-10-14 -1-0-0 1-0-0 3-1-2 3-1-2 4-0-0 0-10-14 1-9-05-9-03-9-02-0-012.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-1-4,0-1-8] 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-P 0.08 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=228/0-3-8, 5=138/Mechanical Max Horz 8=126(LC 11) Max Uplift 5=-133(LC 11) Max Grav 8=228(LC 1), 5=170(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-254/204 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-10-4 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=133. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J21 Truss Type Jack-Closed Qty 3 Ply 1 WF44 Job Reference (optional) I38442785 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:51:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-i20CaYssZ5sx0JSKP9eyVKRbTgSWaQrnuEdEFcyg5kU Scale = 1:21.6 1 2 3 5 4 2x4 3x4 2x4 2x4 1-11-0 1-11-0 -1-0-0 1-0-0 1-11-0 1-11-0 1-9-03-8-012.00 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-R 0.10 0.09 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: 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 1-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=158/0-3-8, 4=41/Mechanical Max Horz 5=67(LC 8) Max Uplift 4=-87(LC 11) Max Grav 5=158(LC 1), 4=76(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J22 Truss Type Jack-Closed Qty 4 Ply 1 WF44 Job Reference (optional) I38442786 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:00 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-AEaaoutUKP_oeT1WytAB1Yzmj4pqJt5w6uMon2yg5kT Scale = 1:10.9 1 2 3 5 4 2x4 2x4 2x4 2x4 2-5-0 2-5-0 -1-0-0 1-0-0 2-5-0 2-5-0 1-0-01-7-43.00 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-R 0.07 0.02 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=172/0-3-0, 4=66/Mechanical Max Horz 5=27(LC 8) Max Uplift 5=-69(LC 7), 4=-31(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J23 Truss Type Jack-Closed Qty 2 Ply 1 WF44 Job Reference (optional) I38442787 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-AEaaoutUKP_oeT1WytAB1Yzi64nMJtsw6uMon1yg5kT Scale = 1:16.2 1 2 3 5 4 6 7 2x4 3x4 2x4 4x6 5-3-8 5-3-8 -1-0-0 1-0-0 5-3-8 5-3-8 1-0-02-3-143.00 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-P 0.37 0.18 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.06 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=277/0-3-0, 4=192/Mechanical Max Horz 5=41(LC 8) Max Uplift 5=-105(LC 7), 4=-82(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-1-12 zone; cantilever left and right exposed ; end vertical left exposed; porch 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J24 Truss Type Jack-Closed Qty 2 Ply 1 WF44 Job Reference (optional) I38442788 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-eQ8y?Eu65i6fFcciWahRalWx3U9V2KB3LY6LJVyg5kS Scale: 1"=1' 1 2 3 5 4 6 2x4 3x4 2x4 4x6 3-3-8 3-3-8 -1-0-0 1-0-0 3-3-8 3-3-8 1-0-01-9-143.00 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-P 0.10 0.06 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.00 (loc) 4-5 4-5 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 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=202/0-3-0, 4=107/Mechanical Max Horz 5=31(LC 8) Max Uplift 5=-79(LC 7), 4=-48(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-1-12 zone; cantilever left and right exposed ; end vertical left exposed; porch 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J25 Truss Type Jack-Closed Qty 2 Ply 1 WF44 Job Reference (optional) I38442789 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-7diKDavkr0EWtmBv4HCg6z36DuVQnnbDaCrusxyg5kR Scale = 1:10.3 1 2 3 5 4 2x4 2x4 2x4 2x4 1-11-8 1-11-8 -1-0-0 1-0-0 1-11-8 1-11-8 1-0-01-5-143.00 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-R 0.07 0.02 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: 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 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=159/0-3-0, 4=43/Mechanical Max Horz 5=24(LC 8) Max Uplift 5=-65(LC 7), 4=-22(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J29 Truss Type Jack-Closed Qty 2 Ply 1 WF44 Job Reference (optional) I38442790 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-7diKDavkr0EWtmBv4HCg6z352uVOnnbDaCrusxyg5kR Scale = 1:12.6 1 2 3 5 4 2x4 2x4 2x4 2x4 1-3-8 1-3-8 -1-5-0 1-5-0 1-3-8 1-3-8 1-0-01-10-158.49 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.15 0.02 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: 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 1-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=207/0-4-9, 4=-33/Mechanical Max Horz 5=50(LC 11) Max Uplift 5=-26(LC 11), 4=-33(LC 1) Max Grav 5=207(LC 1), 4=7(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J30 Truss Type Jack-Closed Qty 3 Ply 1 WF44 Job Reference (optional) I38442791 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-3?p5dGw?NdUD64LHBiE8CN8SZhAmFg4W1WK?wqyg5kP Scale = 1:13.1 1 2 3 5 42x4 2x4 2x4 2x4 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 1-0-02-0-012.00 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-R 0.08 0.02 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: 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 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=153/0-3-8, 4=-27/Mechanical Max Horz 5=51(LC 11) Max Uplift 4=-35(LC 20) Max Grav 5=153(LC 1), 4=8(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J31 Truss Type Roof Special Qty 1 Ply 1 WF44 Job Reference (optional) I38442792 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-3?p5dGw?NdUD64LHBiE8CN8R5hAZFgoW1WK?wqyg5kP Scale = 1:20.4 1 2 3 5 4 2x4 3x4 2x4 3x4 2-7-13 2-7-13 -1-6-12 1-6-12 2-7-13 2-7-13 1-9-03-5-61-11-61-6-02-1-101-3-127.68 12 7.68 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8] 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-P 0.18 0.04 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: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=234/0-3-11, 4=57/Mechanical Max Horz 5=66(LC 8) Max Uplift 5=-7(LC 11), 4=-60(LC 11) Max Grav 5=234(LC 1), 4=81(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J33 Truss Type Roof Special Qty 1 Ply 1 WF44 Job Reference (optional) I38442793 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-XCNTrbxd8xc4kEwUlQlNkbhdL5W3_72fGA4ZSGyg5kO Scale = 1:20.9 1 2 3 5 4 2x4 3x4 2x4 4x6 2-4-0 2-4-0 -1-0-0 1-0-0 2-4-0 2-4-0 1-7-03-6-51-9-151-8-72-0-131-5-810.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [4:0-3-2,0-2-0] 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-P 0.08 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: 16 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 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=170/0-3-8, 4=62/Mechanical Max Horz 5=63(LC 8) Max Uplift 4=-72(LC 11) Max Grav 5=170(LC 1), 4=86(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss J34 Truss Type Jack-Closed Qty 1 Ply 1 WF44 Job Reference (optional) I38442794 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-XCNTrbxd8xc4kEwUlQlNkbher5Wl_7KfGA4ZSGyg5kO Scale = 1:14.4 1 2 3 4 2x4 2x4 3x6 2-0-0 2-0-0 -0-6-0 0-6-0 2-0-0 2-0-0 0-7-72-3-710.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-0-6], [2:0-0-10,0-3-9], [2:0-3-0,0-0-8] 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-P 0.05 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 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=68/Mechanical, 2=109/0-3-8 Max Horz 2=59(LC 11) Max Uplift 4=-41(LC 11) Max Grav 4=75(LC 18), 2=109(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss M2 Truss Type Monopitch Qty 1 Ply 1 WF44 Job Reference (optional) I38442795 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:10 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-Pzd_hz_7CA6WDrDF_GqJvRrA9ipRwxXFBo2mb0yg5kK Scale = 1:27.0 1 2 3 5 4 6 7 2x4 4x6 2x4 3x4 6-8-8 6-8-8 -1-0-0 1-0-0 6-8-8 6-8-8 1-3-04-7-46.00 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-P 0.67 0.31 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.14 -0.15 -0.00 (loc) 4-5 4-5 4 l/defl >532 >505 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=251/0-3-8, 5=332/0-3-0 Max Horz 5=101(LC 11) Max Uplift 4=-89(LC 11), 5=-40(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-267/100 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-6-12 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4 and 5. This connection is for uplift only and does not consider lateral forces. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss P1 Truss Type PIGGYBACK Qty 1 Ply 1 WF44 Job Reference (optional) I38442796 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:10 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-u9AMuJ?lzTENr?oRYzLYReOTP6B2fNhOQSnJ8Tyg5kJ Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 3x4 4x6 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x6 24-2-1 24-2-1 8-8-4 8-8-4 11-0-5 2-4-1 15-11-2 4-10-13 20-4-10 4-5-8 24-2-1 3-9-7 0-4-137-1-63-0-67-2-140-1-80-4-130-1-87-1-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-0,0-1-13], [6:0-4-4,0-2-0], [10:0-2-0,0-1-13], [11:0-1-11,0-6-7], [12:0-2-1,0-1-8] 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 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-10-15. (lb) - Max Horz 2=-138(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 15, 12 except 20=-147(LC 11), 16=-113(LC 12), 14=-184(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 17=330(LC 25), 19=392(LC 18), 20=285(LC 18), 16=389(LC 19), 15=309(LC 23), 14=297(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-19=-251/121, 7-16=-294/137 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-8-4, Exterior(2) 8-8-4 to 14-0-5, Interior(1) 14-0-5 to 20-4-10, Exterior(2) 20-4-10 to 23-6-8, Interior(1) 23-6-8 to 23-11-5 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 15, 12 except (jt=lb) 20=147, 16=113, 14=184. 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. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss P2 Truss Type PIGGYBACK Qty 1 Ply 1 WF44 Job Reference (optional) I38442797 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-XTvuPP8H89lgHrjlFUZMwAuWPyHuTmm9AJhyZnyg5k7 Scale = 1:58.0 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 4x6 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-2-1 24-2-1 9-10-4 9-10-4 18-3-14 8-5-10 22-9-6 4-5-8 24-2-1 1-4-11 0-4-138-1-11-0-68-2-90-1-80-4-130-1-81-0-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [10:0-2-0,0-1-13], [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 0.24 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: 81 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-10-15. (lb) - Max Horz 2=-155(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 14, 13 except 18=-165(LC 11), 19=-123(LC 11), 15=-170(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 17=448(LC 21), 18=424(LC 18), 19=260(LC 18), 15=421(LC 19), 14=330(LC 1), 13=268(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-18=-283/189, 6-15=-283/194 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 9-10-4, Exterior(2) 9-10-4 to 12-10-4, Interior(1) 12-10-4 to 22-9-6, Exterior(2) 22-9-6 to 23-11-5 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 studs spaced at 4-0-0 oc. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 17, 14, 13 except (jt=lb) 18=165, 19=123, 15=170. 9) Non Standard bearing condition. Review required. 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. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss P3 Truss Type PIGGYBACK Qty 9 Ply 1 WF44 Job Reference (optional) I38442798 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-?fTHdl9vvTtXu?IxpC4bTOQhCLd6CE5JPzRV5Dyg5k6 Scale = 1:50.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-8-9 19-8-9 9-10-4 9-10-4 19-8-9 9-10-5 0-4-138-1-18-2-90-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [6:0-0-0,0-0-0], [7:0-0-0,0-0-0], [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 0.18 0.16 0.17 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: 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-5-7. (lb) - Max Horz 2=-155(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 8 except 14=-165(LC 11), 15=-123(LC 11), 11=-165(LC 12), 10=-122(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=380(LC 21), 14=424(LC 18), 15=258(LC 18), 11=424(LC 19), 10=257(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-282/189, 6-11=-282/189 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 9-10-4, Exterior(2) 9-10-4 to 12-10-4, Interior(1) 12-10-4 to 19-5-13 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8 except (jt=lb) 14=165, 15=123, 11=165, 10=122. 6) Non Standard bearing condition. Review required. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss P4 Truss Type PIGGYBACK Qty 1 Ply 1 WF44 Job Reference (optional) I38442799 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-Ts1fq5AXgm?OW9t7Mvbq?bzsIlzbxhHSedA3dfyg5k5 Scale = 1:66.7 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 3x4 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x4 32-4-3 32-4-3 11-1-1 11-1-1 17-0-9 5-11-8 24-2-12 7-2-3 25-11-14 1-9-2 32-4-3 6-4-5 0-4-139-1-63-1-84-4-79-2-140-1-80-4-90-1-89-1-610.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-0,0-1-13], [8:0-2-0,0-1-13], [10:0-4-0,Edge], [11:0-2-0,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 0.16 0.14 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 14 14 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-19, 6-20 REACTIONS.All bearings 31-0-1. (lb) - Max Horz 2=176(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 16 except 22=-128(LC 11), 23=-163(LC 11), 17=-138(LC 12), 15=-133(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 13 except 19=386(LC 25), 20=408(LC 21), 22=455(LC 18), 23=384(LC 18), 17=467(LC 19), 16=341(LC 19), 15=311(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-22=-254/154, 3-23=-259/180, 9-17=-268/161 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-3-15, Interior(1) 3-3-15 to 11-1-1, Exterior(2) 11-1-1 to 14-2-4, Interior(1) 14-2-4 to 17-0-9, Exterior(2) 17-0-9 to 20-2-2, Interior(1) 20-2-2 to 25-11-14, Exterior(2) 25-11-14 to 29-1-2, Interior(1) 29-1-2 to 32-1-3 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 20, 16 except (jt=lb) 22=128, 23=163, 17=138, 15=133. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss P5 Truss Type Piggyback Qty 1 Ply 1 WF44 Job Reference (optional) I38442800 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-x2a12RBAR47F8ISKwd63YpW1_9Jpg9fbsHwcA6yg5k4 Scale = 1:43.5 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-2-1 24-2-1 6-3-7 6-3-7 13-5-2 7-1-10 13-6-5 0-1-3 17-11-13 4-5-8 24-2-1 6-2-4 0-4-135-1-65-0-65-2-140-1-80-4-130-1-85-1-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [7:0-2-0,Edge], [9:0-2-0,0-1-13], [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 0.16 0.14 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 12 12 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 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, except 2-0-0 oc purlins (6-0-0 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-10-15. (lb) - Max Horz 2=-100(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 14 except 18=-133(LC 11), 13=-129(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 16=409(LC 25), 17=377(LC 24), 18=352(LC 18), 14=380(LC 25), 13=346(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-16=-252/95 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 6-3-7, Exterior(2) 6-3-7 to 9-3-7, Interior(1) 9-3-7 to 17-11-13, Exterior(2) 17-11-13 to 20-11-13, Interior(1) 20-11-13 to 23-11-5 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 14 except (jt=lb) 18=133, 13=129. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss P6 Truss Type GABLE Qty 1 Ply 1 WF44 Job Reference (optional) I38442801 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-QE8PFnBoCOF6lS0WUKdI502CVZfpPZSl5xfAiYyg5k3 Scale = 1:72.6 1 2 3 4 5 6 7 8 9 10 11 18 17 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 16 31 30 2x4 3x6 3x6 5x6 3x6 3x6 3x6 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x6 2x4 2x4 38-4-6 38-4-6 15-6-3 15-6-3 22-10-0 7-3-13 32-7-15 9-9-15 35-5-15 2-10-0 38-4-6 2-10-7 1-11-148-1-11-10-138-2-90-1-80-4-90-1-81-11-1410.00 12 8.49 12 Plate Offsets (X,Y)-- [13:0-3-0,Edge], [14:0-3-11,0-1-8] 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 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 14 15 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 121 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 37-4-5. (lb) - Max Horz 30=-150(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 17, 29, 22, 24, 26, 27, 28, 14, 16 except 18=-113(LC 10), 23=-161(LC 11), 20=-165(LC 12), 19=-120(LC 12) Max Grav All reactions 250 lb or less at joint(s) 18, 17, 29, 14, 16 except 22=466(LC 20), 23=417(LC 18), 24=323(LC 1), 26=319(LC 22), 27=327(LC 1), 28=291(LC 22), 20=424(LC 19), 19=267(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 9-22=-251/33, 8-23=-279/185, 10-20=-283/189 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-10-15, Interior(1) 3-10-15 to 22-10-0, Exterior(2) 22-10-0 to 26-10-0, Interior(1) 26-10-0 to 35-5-15, Exterior(2) 35-5-15 to 38-1-5 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 29, 22, 24, 26, 27, 28, 14, 16 except (jt=lb) 18=113, 23=161, 20=165, 19=120. 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. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss P7 Truss Type PIGGYBACK Qty 1 Ply 1 WF44 Job Reference (optional) I38442802 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-MdG9gTD2k?Wp?mAvblgmAR8YvMKFtV72ZF8GmRyg5k1 Scale = 1:67.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 28 27 26 25 24 23 22 21 20 19 18 29 30 31 32 33 34 35 3x4 3x4 4x6 4x12 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x4 3x4 35-9-10 35-9-10 4-11-4 4-11-4 13-4-5 8-5-1 18-3-5 4-11-0 27-2-4 8-10-14 30-11-4 3-9-0 35-9-10 4-10-6 0-4-133-11-148-1-10-8-03-3-138-2-90-1-80-4-90-1-83-11-1410.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [14:0-2-0,Edge], [15:0-1-11,0-8-0], [15:0-1-4,0-1-12], [18:0-0-0,0-1-12] 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 0.16 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.01 (loc) 16 16 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 21-25: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 34-5-9. (lb) - Max Horz 2=-155(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 12, 2, 26, 27, 19, 18, 16 except 24=-152(LC 11), 28=-116(LC 11), 22=-166(LC 12), 20=-152(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 19, 16 except 12=252(LC 18), 23=394(LC 20), 24=408(LC 18), 26=324(LC 1), 27=309(LC 22), 28=258(LC 18), 22=425(LC 19), 20=251(LC 19), 18=279(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-24=-287/176, 10-22=-283/190 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-8-1, Interior(1) 3-8-1 to 4-11-4, Exterior(2) 4-11-4 to 8-4-10, Interior(1) 8-4-10 to 18-3-5, Exterior(2) 18-3-5 to 21-8-11, Interior(1) 21-8-11 to 30-11-4, Exterior(2) 30-11-4 to 34-3-5, Interior(1) 34-3-5 to 35-6-10 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) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 2, 26, 27, 19, 18, 16 except (jt=lb) 24=152, 28=116, 22=166, 20=152. 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. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss P8 Truss Type PIGGYBACK Qty 1 Ply 1 WF44 Job Reference (optional) I38442803 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:29 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-qpqYtpEgVJegcwl59SB?ifgiYmgicxYBnvuqJtyg5k0 Scale = 1:68.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 27 26 25 24 23 22 21 20 19 18 17 28 29 30 31 32 33 3x6 3x6 5x6 5x6 5x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x6 36-9-7 36-9-7 7-4-1 7-4-1 15-9-2 8-5-1 18-3-5 2-6-4 26-3-3 7-11-14 30-5-2 4-1-15 36-9-7 6-4-5 0-4-135-11-148-1-11-5-34-4-78-2-90-1-80-4-90-1-85-11-1410.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-4-1,0-1-8], [5:0-4-8,0-2-4], [11:0-3-0,0-1-8], [12:0-1-12,0-1-4], [13:0-0-0,0-2-2], [15:0-3-11,0-1-8] 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 0.15 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 15 15 15 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 131 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.): 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 35-5-6. (lb) - Max Horz 2=155(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 23, 25, 15 except 26=-141(LC 11), 27=-132(LC 11), 21=-167(LC 12), 18=-181(LC 12), 17=-112(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 15 except 22=418(LC 18), 23=407(LC 2), 25=404(LC 24), 26=408(LC 18), 27=269(LC 18), 21=428(LC 19), 19=286(LC 23), 18=408(LC 19), 17=283(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-23=-253/111, 4-26=-265/165, 10-21=-286/192, 12-18=-325/204 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-9-4, Interior(1) 3-9-4 to 7-4-1, Exterior(2) 7-4-1 to 10-10-9, Interior(1) 10-10-9 to 18-3-5, Exterior(2) 18-3-5 to 21-9-14, Interior(1) 21-9-14 to 30-5-2, Exterior(2) 30-5-2 to 33-11-11, Interior(1) 33-11-11 to 36-6-7 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) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 23, 25, 15 except (jt=lb) 26=141, 27=132, 21=167, 18=181, 17=112. 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. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss P9 Truss Type PIGGYBACK Qty 1 Ply 1 WF44 Job Reference (optional) I38442804 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-I?Ow59EIFcmXE4KHjAiEFsDsSA0wLNHL0ZdNrJyg5k? Scale = 1:66.5 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 3x4 3x4 5x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x4 34-9-7 34-9-7 9-8-14 9-8-14 18-1-14 8-5-1 18-3-5 0-1-7 25-4-3 7-0-14 28-5-2 3-0-15 34-9-7 6-4-5 0-4-137-11-142-2-54-4-78-2-90-1-80-4-90-1-87-11-1410.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-0,0-1-13], [8:0-2-0,Edge], [10:0-3-0,0-1-8], [11:0-2-0,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 0.24 0.15 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.01 (loc) 14 14 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF 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.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16,13-15. REACTIONS.All bearings 33-5-6. (lb) - Max Horz 2=156(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 22, 16 except 23=-203(LC 11), 18=-142(LC 12), 15=-167(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 13 except 19=382(LC 2), 20=414(LC 24), 22=380(LC 18), 23=494(LC 18), 18=409(LC 19), 16=312(LC 23), 15=420(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-20=-259/100, 3-23=-321/220, 9-18=-265/166, 12-15=-306/185 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-6-14, Interior(1) 3-6-14 to 9-8-14, Exterior(2) 9-8-14 to 13-1-0, Interior(1) 13-1-0 to 18-1-14, Exterior(2) 18-1-14 to 21-4-12, Interior(1) 21-4-12 to 28-5-2, Exterior(2) 28-5-2 to 31-9-4, Interior(1) 31-9-4 to 34-6-7 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 20, 22, 16 except (jt=lb) 23=203, 18=142, 15=167. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss P10 Truss Type Piggyback Qty 1 Ply 1 WF44 Job Reference (optional) I38442805 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-qYI6J?00V5V54JyqfON0W3TpCwtn7F2htmGQCMyg5kH Scale = 1:71.4 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 4x6 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x4 32-9-7 32-9-7 12-1-10 12-1-10 15-11-15 3-10-5 24-5-3 8-5-4 26-5-2 1-11-15 32-9-7 6-4-5 0-4-139-11-142-11-84-4-810-1-60-1-80-4-90-1-89-11-1410.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-4-4,0-2-0], [5:0-0-0,0-1-12], [6:0-1-12,0-0-0], [7:0-2-0,0-1-13], [10:0-1-0,0-2-0], [11:0-2-0,Edge], [20:0-1-14,0-1-8] 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 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 14 14 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF 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. WEBS 1 Row at midpt 8-19, 6-21 REACTIONS.All bearings 31-5-6. (lb) - Max Horz 2=-193(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 21, 16 except 22=-153(LC 11), 23=-162(LC 11), 17=-182(LC 12), 15=-124(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 13 except 19=383(LC 25), 21=427(LC 21), 22=465(LC 18), 23=400(LC 18), 17=487(LC 19), 16=327(LC 19), 15=325(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-22=-263/179, 3-23=-266/178, 9-17=-290/205 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-4-8, Interior(1) 3-4-8 to 12-1-10, Exterior(2) 12-1-10 to 15-3-6, Interior(1) 15-3-6 to 15-11-15, Exterior(2) 15-11-15 to 19-1-11, Interior(1) 19-1-11 to 26-5-2, Exterior(2) 26-5-2 to 29-6-14, Interior(1) 29-6-14 to 32-6-7 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 21, 16 except (jt=lb) 22=153, 23=162, 17=182, 15=124. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss P11 Truss Type PIGGYBACK Qty 1 Ply 1 WF44 Job Reference (optional) I38442806 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-IksVWK1eGOdyiSX0D5vF3H0zeJDzshdq6Q0_koyg5kG Scale = 1:77.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 25 26 27 3x4 4x6 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 30-9-7 30-9-7 14-0-13 14-0-13 23-6-2 9-5-6 24-5-2 0-11-0 30-9-7 6-4-5 0-4-1311-7-33-8-114-4-711-8-110-1-80-4-90-1-810.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [11:0-2-0,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 0.19 0.15 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 14 14 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 7-19 REACTIONS.All bearings 29-5-6. (lb) - Max Horz 2=223(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-126(LC 9), 20=-158(LC 11), 21=-149(LC 11), 22=-131(LC 11), 17=-165(LC 12), 16=-102(LC 12), 15=-139(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 13 except 19=462(LC 21), 20=480(LC 18), 21=402(LC 18), 22=269(LC 18), 17=476(LC 19), 16=433(LC 19), 15=394(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-278/229 WEBS 7-19=-264/64, 6-20=-273/182, 4-21=-258/174, 8-17=-275/189, 12-15=-272/157 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 14-0-13, Exterior(2) 14-0-13 to 17-0-13, Interior(1) 17-0-13 to 24-5-2, Exterior(2) 24-5-2 to 27-5-2, Interior(1) 27-5-2 to 30-6-7 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) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 2, 158 lb uplift at joint 20, 149 lb uplift at joint 21, 131 lb uplift at joint 22, 165 lb uplift at joint 17, 102 lb uplift at joint 16 and 139 lb uplift at joint 15. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss P12 Truss Type PIGGYBACK Qty 1 Ply 1 WF44 Job Reference (optional) I38442807 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-mwQtkg2G1ilpJc6CnpQUbUZ8fjZBb8w_L4lXHFyg5kF Scale = 1:75.8 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 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 28-9-7 28-9-7 14-0-13 14-0-13 24-5-9 10-4-12 28-9-7 4-3-14 0-4-1311-7-32-11-111-8-110-1-80-4-90-1-810.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8] 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 0.15 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 117 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 7-17 REACTIONS.All bearings 27-5-6. (lb) - Max Horz 2=-223(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 12 except 2=-102(LC 9), 19=-158(LC 11), 20=-149(LC 11), 21=-131(LC 11), 16=-159(LC 12), 15=-141(LC 12), 14=-107(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 17=415(LC 21), 19=480(LC 18), 20=402(LC 18), 21=268(LC 18), 16=479(LC 19), 15=398(LC 19), 14=280(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-283/194 WEBS 6-19=-272/182, 4-20=-258/174, 8-16=-271/183, 9-15=-255/166 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 14-0-13, Exterior(2) 14-0-13 to 17-0-13, Interior(1) 17-0-13 to 28-6-7 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) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 19, 20, 21, 16, 15, 14, and 12. This connection is for uplift only and does not consider lateral forces. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss P13 Truss Type PIGGYBACK Qty 3 Ply 1 WF44 Job Reference (optional) I38442808 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:15 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-E7_Fx03uo0tfxmhPLWxj8i5JQ7uPKbA7ZkV4phyg5kE Scale = 1:72.2 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 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 28-1-10 28-1-10 14-0-13 14-0-13 28-1-10 14-0-13 0-4-1311-7-311-8-110-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [8:0-0-0,0-0-0], [9:0-0-0,0-0-0], [10:0-0-0,0-0-0], [11:0-0-0,0-0-0], [12:0-2-1,0-1-8] 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 0.15 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.01 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 115 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 7-17 REACTIONS.All bearings 26-10-7. (lb) - Max Horz 2=-223(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 12 except 19=-158(LC 11), 20=-149(LC 11), 21=-131(LC 11), 16=-158(LC 12), 15=-150(LC 12), 14=-129(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 17=402(LC 21), 19=480(LC 18), 20=402(LC 18), 21=268(LC 18), 16=479(LC 19), 15=402(LC 19), 14=266(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-278/190 WEBS 6-19=-272/182, 4-20=-258/174, 8-16=-272/181, 10-15=-259/174 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 14-0-13, Exterior(2) 14-0-13 to 17-0-13, Interior(1) 17-0-13 to 27-10-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12 except (jt=lb) 19=158, 20=149, 21=131, 16=158, 15=150, 14=129. 6) Non Standard bearing condition. Review required. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss P14 Truss Type PIGGYBACK Qty 1 Ply 1 WF44 Job Reference (optional) I38442809 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:16 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-iJYd9M4WYJ?WZwGbuESyhveU4XEe32PHoOEeL7yg5kD Scale = 1:72.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 25 3x4 4x6 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 28-4-3 28-4-3 14-0-13 14-0-13 26-10-15 12-10-3 28-4-3 1-5-4 0-4-1311-7-311-8-110-1-80-4-90-1-810.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8] 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 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 13 14 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 115 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 7-18 REACTIONS.All bearings 27-0-2. (lb) - Max Horz 2=223(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 13 except 20=-155(LC 11), 21=-150(LC 11), 22=-130(LC 11), 17=-161(LC 12), 16=-149(LC 12), 15=-114(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 13 except 18=401(LC 21), 20=475(LC 18), 21=404(LC 18), 22=268(LC 18), 17=484(LC 19), 16=401(LC 19), 15=263(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-274/188 WEBS 6-20=-267/179, 4-21=-260/175, 8-17=-277/185, 10-16=-257/174 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 14-0-13, Exterior(2) 14-0-13 to 17-0-13, Interior(1) 17-0-13 to 28-1-3 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13 except (jt=lb) 20=155, 21=150, 22=130, 17=161, 16=149, 15=114. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss P15 Truss Type PIGGYBACK Qty 1 Ply 1 WF44 Job Reference (optional) I38442810 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-AV6?Mi48Jd7NA4qnSxzBD7BfBxapoV6Q12_BuZyg5kC Scale = 1:70.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 25 26 27 3x4 3x4 4x6 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x4 30-4-3 30-4-3 13-5-14 13-5-14 14-7-12 1-1-14 23-3-12 8-8-0 23-11-14 0-8-2 30-4-3 6-4-5 0-4-1311-1-63-10-114-4-711-2-140-1-80-4-90-1-811-1-610.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [7:0-2-8,0-2-4], [8:0-4-4,0-2-0], [12:0-2-0,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 0.15 0.15 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 15 15 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 121 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.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-20, 6-21 REACTIONS.All bearings 29-0-2. (lb) - Max Horz 2=-215(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 17, 14, 2 except 21=-124(LC 11), 23=-159(LC 11), 24=-128(LC 11), 19=-168(LC 12), 16=-144(LC 12) Max Grav All reactions 250 lb or less at joint(s) 14, 2 except 20=328(LC 21), 21=462(LC 18), 23=406(LC 18), 24=271(LC 18), 19=479(LC 19), 17=394(LC 19), 16=309(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-279/160 WEBS 6-21=-255/148, 4-23=-263/184, 9-19=-270/192, 10-17=-268/114 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 13-5-14, Exterior(2) 13-5-14 to 17-7-12, Interior(1) 17-7-12 to 23-11-14, Exterior(2) 23-11-14 to 26-11-14, Interior(1) 26-11-14 to 30-1-3 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) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 14, 2 except (jt=lb) 21=124, 23=159, 24=128, 19=168, 16=144. 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. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss P16 Truss Type PIGGYBACK Qty 1 Ply 1 WF44 Job Reference (optional) I38442811 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-7uDmnO6PrEN5QN_AaM?fIYG_1kHZGT7jUMTIySyg5kA Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 29 28 27 26 25 24 23 22 21 20 19 30 31 32 33 3x4 3x4 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 3x4 3x4 36-3-1 36-3-1 3-10-10 3-10-10 24-2-15 20-4-5 26-11-13 2-8-14 30-2-9 3-2-12 31-8-2 1-5-9 36-3-1 4-6-15 0-4-133-1-60-10-03-2-140-1-80-4-90-1-83-1-610.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [11:0-2-0,0-1-13], [14:0-4-4,0-2-4], [15:0-2-0,0-2-1] 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 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 17 17 17 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 107 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.): 4-11, 14-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 34-11-0. (lb) - Max Horz 2=60(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 24, 26, 27, 28, 29, 22, 21, 20, 19, 17 Max Grav All reactions 250 lb or less at joint(s) 2, 29, 17 except 24=325(LC 1), 26=320(LC 22), 27=321(LC 23), 28=325(LC 22), 22=303(LC 22), 21=361(LC 1), 20=293(LC 23), 19=255(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 12-21=-281/93 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 7-4-9, Interior(1) 7-4-9 to 24-2-15, Exterior(2) 24-2-15 to 26-11-13, Interior(1) 26-11-13 to 30-2-9, Exterior(2) 30-2-9 to 35-2-0, Interior(1) 35-2-0 to 36-0-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 24, 26, 27, 28, 29, 22, 21, 20, 19, 17. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss P17 Truss Type Piggyback Qty 1 Ply 1 WF44 Job Reference (optional) I38442812 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-b4n8_k71cYVy1XZM73XurloAD8ca?vOsj0CrUuyg5k9 Scale = 1:66.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 29 30 31 32 33 5x6 3x6 5x6 5x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x6 36-4-3 36-4-3 6-3-7 6-3-7 21-10-2 15-6-11 26-0-13 4-2-10 29-11-14 3-11-1 36-4-3 6-4-5 0-4-135-1-61-7-34-4-85-2-140-1-80-4-90-1-85-1-610.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-4-1,0-1-8], [4:0-4-4,0-2-0], [8:0-4-8,0-2-4], [10:0-3-0,0-1-8], [11:0-0-0,0-2-2], [12:0-1-12,0-1-4], [14:0-3-11,0-1-8] 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 0.15 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 14 14 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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, Except: 6-0-0 oc bracing: 17-18,16-17,14-16. REACTIONS.All bearings 35-0-2. (lb) - Max Horz 2=99(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 21, 22, 24, 25, 20, 18, 17, 14 except 26=-152(LC 11), 16=-110(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 14 except 21=416(LC 24), 22=394(LC 2), 24=420(LC 25), 25=324(LC 18), 26=302(LC 18), 20=330(LC 19), 18=317(LC 1), 17=379(LC 19), 16=275(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-21=-251/96, 5-24=-256/96, 3-26=-256/178, 12-17=-296/123 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-8-12, Interior(1) 3-8-12 to 6-3-7, Exterior(2) 6-3-7 to 9-9-7, Interior(1) 9-9-7 to 21-10-2, Exterior(2) 21-10-2 to 25-4-3, Interior(1) 25-4-3 to 29-11-14, Exterior(2) 29-11-14 to 33-5-14, Interior(1) 33-5-14 to 36-1-3 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 21, 22, 24, 25, 20, 18, 17, 14 except (jt=lb) 26=152, 16=110. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss P18 Truss Type Piggyback Qty 1 Ply 1 WF44 Job Reference (optional) I38442813 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:21 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-3HLWC47fNrdpfh8Yhn27OzLKAYypkKx0yfyP1Lyg5k8 Scale = 1:62.4 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 3x4 3x4 5x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x4 34-4-3 34-4-3 8-8-4 8-8-4 19-5-6 10-9-1 25-1-12 5-8-7 27-11-14 2-10-2 34-4-3 6-4-5 0-4-137-1-62-4-64-4-87-2-140-1-80-4-90-1-87-1-610.00 12 8.49 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], [10:0-3-0,0-1-8], [11:0-2-0,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 0.22 0.15 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 14 14 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 33-0-2. (lb) - Max Horz 2=-137(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 22, 18, 16 except 23=-188(LC 11), 15=-168(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 13 except 19=391(LC 24), 20=415(LC 25), 22=368(LC 24), 23=476(LC 18), 18=374(LC 19), 16=326(LC 1), 15=401(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-20=-262/106, 3-23=-306/205, 10-16=-256/52, 12-15=-292/186 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-6-6, Interior(1) 3-6-6 to 8-8-4, Exterior(2) 8-8-4 to 11-11-14, Interior(1) 11-11-14 to 19-5-6, Exterior(2) 19-5-6 to 22-8-15, Interior(1) 22-8-15 to 27-11-14, Exterior(2) 27-11-14 to 31-3-8, Interior(1) 31-3-8 to 34-1-3 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 20, 22, 18, 16 except (jt=lb) 23=188, 15=168. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T1 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442814 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-EOWgWqGZnE0FTNUgqbkiKHI4w_ZVpEQdTt6UuCyg5jz Scale = 1:80.7 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 4x12 6x8 4x12 5x6 4x12 4x6 4x6 3x6 2x4 2x4 3x6 3x4 2x4 4x12 6x10 3x4 3x4 3x4 3x10 4x6 3x10 3x4 5-9-10 5-9-10 11-3-12 5-6-2 19-1-8 7-9-12 27-3-10 8-2-3 35-5-13 8-2-3 43-7-0 8-1-3 -1-0-0 1-0-0 5-9-10 5-9-10 11-3-12 5-6-2 19-1-8 7-9-12 24-6-15 5-5-7 30-0-6 5-5-7 35-5-13 5-5-7 39-4-10 3-10-14 43-7-0 4-2-6 44-7-0 1-0-0 0-10-1410-4-01-7-02-0-010-4-010.00 12 Plate Offsets (X,Y)-- [2:0-6-5,Edge], [4:0-1-8,0-1-8], [5:0-6-0,Edge], [6:0-5-4,0-3-0], [8:0-6-0,Edge], [11:0-4-4,0-2-0], [13:0-2-0,0-1-4], [19:0-4-0,0-2-4] 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 0.76 0.72 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.50 0.16 (loc) 18-19 18-19 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 251 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,6-8: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-19: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-12 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21. 1 Row at midpt 7-19 WEBS 1 Row at midpt 6-21, 9-19, 9-18, 10-16, 12-15 REACTIONS.(lb/size)2=1797/0-3-8, 15=1806/0-3-8 Max Horz 2=201(LC 8) Max Uplift 2=-192(LC 11), 15=-185(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2321/370, 4-6=-1983/406, 6-7=-2356/481, 7-9=-2364/482, 9-10=-2197/446, 10-11=-1443/331, 11-12=-1936/387, 13-15=-289/144 BOT CHORD 2-23=-327/1611, 21-23=-327/1611, 7-19=-453/169, 18-19=-414/2306, 16-18=-338/2017, 15-16=-173/1326 WEBS 4-21=-255/176, 19-21=-294/1510, 6-19=-241/1276, 9-18=-387/145, 10-18=-91/634, 10-16=-1081/263, 11-16=-157/948, 12-15=-1889/261 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-4-5, Interior(1) 3-4-5 to 11-3-12, Exterior(2) 11-3-12 to 17-5-11, Interior(1) 17-5-11 to 35-5-13, Exterior(2) 35-5-13 to 41-7-12, Interior(1) 41-7-12 to 44-7-0 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 3) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 15. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T2 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442815 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-IHwLfzSzFrv7nh7YDEWDRSQcW0eJq19rwiFnwqyg5jk Scale = 1:80.0 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 27 28 29 30 31 32 3x6 6x8 3x6 5x6 3x4 4x12 4x6 4x6 2x4 2x4 4x12 4x12 2x4 8x8 3x4 3x4 3x4 3x10 4x6 3x10 8-0-0 8-0-0 14-10-8 6-10-8 24-4-3 9-5-11 33-9-14 9-5-11 43-7-0 9-9-2 -1-0-0 1-0-0 5-9-10 5-9-10 11-3-12 5-6-2 14-10-8 3-6-12 21-8-15 6-10-7 28-7-6 6-10-7 35-5-13 6-10-7 39-4-10 3-10-14 43-7-0 4-2-6 0-10-1410-4-01-7-02-0-010-4-010.00 12 Plate Offsets (X,Y)-- [2:0-6-5,Edge], [6:0-6-4,0-2-0], [11:0-3-0,0-2-1], [18:0-2-8,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 0.86 0.89 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.66 0.17 (loc) 15-17 17-18 14 l/defl >999 >792 n/a L/d 240 180 n/a PLATES MT20 Weight: 233 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-10-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-14 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-18 WEBS 1 Row at midpt 6-20, 8-18, 8-17, 10-15, 12-14 REACTIONS.(lb/size)2=1798/0-3-8, 14=1737/Mechanical Max Horz 2=196(LC 11) Max Uplift 2=-189(LC 11), 14=-182(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2316/374, 4-6=-2132/455, 6-7=-2119/448, 7-8=-2131/450, 8-10=-2389/468, 10-11=-1642/357, 11-12=-1951/387 BOT CHORD 2-20=-325/1616, 7-18=-322/131, 17-18=-427/2402, 15-17=-359/2156, 14-15=-205/1327 WEBS 6-20=-282/135, 18-20=-308/1681, 6-18=-233/1328, 8-18=-472/160, 10-17=-64/521, 10-15=-978/259, 11-15=-145/964, 12-15=-92/250, 12-14=-1878/312 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-4-5, Interior(1) 3-4-5 to 11-3-12, Exterior(2) 11-3-12 to 17-5-11, Interior(1) 17-5-11 to 35-5-13, Exterior(2) 35-5-13 to 41-7-12, Interior(1) 41-7-12 to 43-5-4 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) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=182. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T3 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442816 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:53:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-uzmeblcly8g8SqCE1AmV?P??_gSM6Mnv8ueWQ0yg5jW Scale = 1:80.0 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 27 28 29 30 31 32 3x6 6x8 3x6 5x6 3x4 4x12 4x6 4x6 2x4 2x4 4x12 4x12 2x4 8x8 3x4 4x6 3x4 4x12 4x6 4x6 8-0-0 8-0-0 14-10-8 6-10-8 24-4-3 9-5-11 33-9-14 9-5-11 43-7-0 9-9-2 -1-0-0 1-0-0 5-9-10 5-9-10 11-3-12 5-6-2 14-10-8 3-6-12 21-8-15 6-10-7 28-7-6 6-10-7 35-5-13 6-10-7 39-4-10 3-10-14 43-7-0 4-2-6 0-10-1410-4-01-7-02-0-010-4-010.00 12 Plate Offsets (X,Y)-- [2:0-6-5,Edge], [6:0-6-4,0-2-0], [11:0-3-0,0-2-1], [14:Edge,0-2-0], [18:0-2-4,0-3-12] 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 0.86 0.71 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.46 0.15 (loc) 17-18 17-18 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 245 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-18,14-16: 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-10-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-10 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. 1 Row at midpt 7-18 WEBS 1 Row at midpt 6-20, 8-18, 8-17, 10-15, 12-14 REACTIONS.(lb/size)2=1798/0-3-8, 14=1737/Mechanical Max Horz 2=196(LC 11) Max Uplift 2=-189(LC 11), 14=-182(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2316/374, 4-6=-2132/455, 6-7=-2138/451, 7-8=-2149/453, 8-10=-2406/470, 10-11=-1656/359, 11-12=-1966/388 BOT CHORD 2-20=-325/1616, 7-18=-322/131, 17-18=-431/2419, 15-17=-363/2172, 14-15=-209/1351 WEBS 6-20=-298/136, 18-20=-312/1673, 6-18=-235/1343, 8-18=-475/160, 10-17=-64/519, 10-15=-977/260, 11-15=-146/973, 12-14=-1873/303 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-4-5, Interior(1) 3-4-5 to 11-3-12, Exterior(2) 11-3-12 to 17-5-11, Interior(1) 17-5-11 to 35-5-13, Exterior(2) 35-5-13 to 41-7-12, Interior(1) 41-7-12 to 43-5-4 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) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=182. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T4 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442817 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:53:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-M9K0p5dNjSo?4_nRbuHkYcYAn3ldrlQ2NYN4yTyg5jV Scale = 1:81.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 22 23 24 25 26 27 28 29 30 31 32 33 34 3x6 6x8 3x6 5x6 5x6 5x6 5x6 4x12 4x6 4x6 2x4 2x4 4x12 2x4 8x8 3x4 3x4 3x4 6x10 4x12 4x6 8-0-0 8-0-0 14-10-8 6-10-8 21-11-12 7-1-4 29-1-0 7-1-4 36-2-4 7-1-4 43-7-0 7-4-12 -1-0-0 1-0-0 5-9-10 5-9-10 11-3-12 5-6-2 14-10-8 3-6-12 20-3-2 5-4-10 25-7-11 5-4-10 31-0-5 5-4-10 32-0-7 1-0-2 36-5-15 4-5-8 43-7-0 7-1-1 0-10-149-5-1410-4-01-7-02-0-010-4-010.00 12 Plate Offsets (X,Y)-- [2:0-6-5,Edge], [6:0-6-4,0-2-0], [11:0-3-0,0-2-1], [13:0-3-0,0-2-1], [14:0-2-12,0-1-8], [15:Edge,0-3-8], [17:0-3-12,0-3-0], [19:0-2-8,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 0.86 0.90 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.54 0.18 (loc) 18-19 18-19 15 l/defl >999 >974 n/a L/d 240 180 n/a PLATES MT20 Weight: 248 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 13-14: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-10-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-11 max.): 6-11, 12-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-19 WEBS 1 Row at midpt 6-21, 8-19, 8-18, 10-17, 12-16 REACTIONS.(lb/size)2=1798/0-3-8, 15=1737/Mechanical Max Horz 2=196(LC 11) Max Uplift 2=-189(LC 11), 15=-188(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2316/371, 4-6=-2131/449, 6-7=-2110/447, 7-8=-2118/448, 8-10=-2397/482, 10-11=-2136/446, 11-12=-2299/473, 12-13=-1492/340, 13-14=-2026/362, 14-15=-1669/312 BOT CHORD 2-21=-321/1616, 7-19=-259/109, 18-19=-416/2376, 17-18=-384/2315, 16-17=-299/2046 WEBS 6-21=-280/130, 19-21=-310/1663, 6-19=-208/1307, 8-19=-511/141, 10-18=-36/258, 10-17=-591/168, 11-17=-224/1284, 12-17=-627/176, 12-16=-1107/246, 13-16=-128/904, 14-16=-204/1350 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-4-5, Interior(1) 3-4-5 to 11-3-12, Exterior(2) 11-3-12 to 15-8-1, Interior(1) 15-8-1 to 31-0-5, Exterior(2) 31-0-5 to 32-0-7, Interior(1) 32-0-7 to 36-5-15, Exterior(2) 36-5-15 to 40-10-4, Interior(1) 40-10-4 to 43-5-4 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) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=188. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T5 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442818 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:53:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-IYRmDnfdF32jJIwpiJJCd1dWrtQVJi2LqssA1Lyg5jT Scale = 1:79.7 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 3x6 3x6 6x8 6x8 2x4 4x12 4x6 4x6 2x4 2x4 4x12 3x4 3x6 6x8 3x10 6x8 2x4 3x4 3x4 6x8 4x6 3x10 4x6 5-7-0 5-7-0 10-10-8 5-3-8 17-10-10 7-0-2 26-7-0 8-8-6 34-5-4 7-10-4 43-7-0 9-1-12 -1-0-0 1-0-0 5-7-0 5-7-0 10-10-8 5-3-8 11-3-12 0-5-4 17-10-10 6-6-14 24-5-7 6-6-14 31-0-5 6-6-14 34-5-4 3-4-15 38-10-15 4-5-11 43-4-9 4-5-11 43-7-0 0-2-7 0-10-147-5-1410-4-00-3-82-0-010-4-010.00 12 Plate Offsets (X,Y)-- [2:0-6-5,Edge], [4:0-1-8,0-1-8], [7:0-6-0,0-1-12], [11:0-2-0,0-4-4], [12:0-4-0,0-3-4], [13:0-3-0,0-1-12], [18:0-1-12,0-1-8], [20:0-4-4,0-1-8], [21:0-2-8,0-3-0], [23:0-1-12,0-1-8] 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 0.89 1.00 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.65 0.21 (loc) 18-20 18-20 15 l/defl >999 >796 n/a L/d 240 180 n/a PLATES MT20 Weight: 237 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-8-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-9 max.): 7-11, 12-14. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. Except: 1 Row at midpt 6-21 WEBS 1 Row at midpt 10-20, 10-18, 12-16, 13-15 REACTIONS.(lb/size)2=1798/0-3-8, 15=1737/Mechanical Max Horz 2=261(LC 11) Max Uplift 2=-181(LC 11), 15=-263(LC 8) Max Grav 2=1798(LC 1), 15=1760(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2331/340, 4-6=-2523/476, 6-7=-2477/564, 7-8=-2360/464, 8-10=-2359/464, 10-11=-2319/433, 11-12=-3318/571, 12-13=-2465/391 BOT CHORD 2-23=-363/1622, 20-21=-341/1841, 18-20=-400/2396, 16-18=-322/1982, 15-16=-245/1381 WEBS 4-23=-527/176, 21-23=-385/1727, 4-21=-96/396, 7-21=-282/888, 7-20=-195/876, 8-20=-401/150, 10-18=-475/172, 11-18=-135/756, 11-16=-207/1348, 12-16=-2261/420, 13-16=-229/1694, 13-15=-2071/374 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-4-5, Interior(1) 3-4-5 to 11-3-12, Exterior(2) 11-3-12 to 15-8-1, Interior(1) 15-8-1 to 31-0-5, Exterior(2) 31-0-5 to 34-5-4, Interior(1) 34-5-4 to 43-5-4 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) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=263. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T6 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442819 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:53:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-nk?9R6gF0NAZxSV0G0qRAFAkYHpx2BGU3WckZnyg5jS Scale = 1:77.9 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 27 3x6 5x6 3x6 5x6 3x4 3x6 3x10 4x6 4x6 2x4 2x4 10x12 4x12 3x4 3x6 3x4 3x4 3x4 3x10 4x6 5-7-0 5-7-0 10-10-8 5-3-8 20-2-5 9-3-13 29-6-2 9-3-13 39-1-8 9-7-6 -1-0-0 1-0-0 5-7-0 5-7-0 10-10-8 5-3-8 11-3-12 0-5-4 17-10-10 6-6-14 24-5-7 6-6-14 31-0-5 6-6-14 35-0-5 4-0-0 39-0-5 4-0-0 39-1-8 0-1-3 0-10-1410-4-01-7-02-0-010-4-010.00 12 Plate Offsets (X,Y)-- [2:0-6-5,Edge], [4:0-1-8,0-1-8], [7:0-4-0,0-2-8], [11:0-3-0,0-2-1], [20:0-2-4,0-1-8] 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 0.70 0.80 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.55 0.14 (loc) 15-17 17-18 14 l/defl >999 >846 n/a L/d 240 180 n/a PLATES MT20 Weight: 213 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-8-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-12 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. 1 Row at midpt 6-18 WEBS 1 Row at midpt 8-18, 8-17, 10-15, 12-14 REACTIONS.(lb/size)14=1558/0-3-8, 2=1620/0-3-8 Max Horz 2=196(LC 11) Max Uplift 14=-139(LC 7), 2=-179(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2075/322, 4-6=-2212/420, 6-7=-2069/500, 7-8=-1544/362, 8-10=-1960/401, 10-11=-1413/320, 11-12=-1716/347 BOT CHORD 2-20=-278/1437, 17-18=-338/1929, 15-17=-294/1808, 14-15=-179/1172 WEBS 4-20=-458/141, 18-20=-289/1548, 4-18=-69/312, 8-18=-658/204, 10-17=-37/351, 10-15=-777/221, 11-15=-121/812, 12-14=-1658/280, 7-18=-268/1100 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-10-15, Interior(1) 2-10-15 to 11-4-6, Exterior(2) 11-4-6 to 16-10-12, Interior(1) 16-10-12 to 31-0-5, Exterior(2) 31-0-5 to 36-6-11, Interior(1) 36-6-11 to 38-11-12 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 3) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14 and 2. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T7 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442820 8.320 s Aug 28 2019 MiTek Industries, Inc. Mon Sep 9 11:52:55 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-cAuDVPOPhg0PEMlptEm3w?6Rxu6zTQR69gBUzJyfN8M Scale = 1:105.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 34 35 36 37 38 39 40 4x9 4x6 6x10 5x6 4x6 7x12 6x12 MT18HS 3x6 6x10 3x4 3x4 4x6 3x4 5x6 6x10 3x4 3x4 8x16 4x6 6x12 3x4 4x6 4x6 6x10 6x12 4x6 4x6 4x6 4x6 6x8 4x9 2x4 4x6 3-6-14 3-6-14 6-6-12 2-11-14 6-8-8 0-1-12 13-3-8 6-7-0 22-6-14 9-3-6 31-6-0 8-11-2 35-10-3 4-4-3 44-3-13 8-5-10 50-8-1 6-4-4 52-9-8 2-1-7 55-3-4 2-5-12 55-3-10 0-0-6 3-6-14 3-6-14 6-10-4 3-3-6 13-3-8 6-5-4 13-7-11 0-4-3 22-6-14 8-11-2 31-6-0 8-11-2 35-10-3 4-4-3 40-11-1 5-0-14 45-11-15 5-0-14 50-8-1 4-8-3 52-9-8 2-1-7 53-5-0 0-7-8 55-3-10 1-10-10 1-3-04-8-25-1-010-4-02-9-02-0-02-0-02-0-02-0-02-0-02-0-010-4-06.00 12 10.00 12 8.49 12 2.12 12 Plate Offsets (X,Y)-- [4:0-5-12,0-3-0], [5:0-1-12,0-1-8], [6:0-3-8,0-3-4], [13:0-9-0,0-3-4], [19:0-4-11,0-2-14], [23:0-7-0,0-4-0], [25:0-4-0,0-2-8], [27:0-5-8,0-3-0], [30:0-4-12,0-3-0], [31:0-7-8,0-3-0], [32:0-4-0,0-1-8] 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 0.45 0.99 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.63 0.39 (loc) 23 21-23 17 l/defl >999 >925 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 389 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 5-29,9-26,11-24,18-19: 2x4 SPF No.2, 16-22: 2x6 SP No.1 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -à 2-0-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-7 max.): 6-13. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 5-30, 9-25 WEBS 1 Row at midpt 6-27, 7-27 REACTIONS.(lb/size)1=12/0-3-0, 32=2487/(0-3-8 + Two SBP4 USP) (req. 0-3-14), 17=1914/0-4-3 Max Horz 1=203(LC 11) Max Uplift 1=-93(LC 23), 32=-435(LC 8), 17=-252(LC 7) Max Grav 1=55(LC 11), 32=2487(LC 1), 17=1914(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-115/265, 3-34=-233/891, 4-34=-223/961, 4-35=-1902/294, 5-35=-1773/323, 5-6=-1705/372, 6-36=-2067/418, 7-36=-2065/419, 7-8=-2927/546, 8-9=-2927/546, 9-10=-3747/665, 10-11=-3747/665, 11-37=-3760/666, 12-37=-3760/666, 12-13=-2769/492, 13-14=-3837/693, 14-38=-3885/612, 15-38=-3937/601, 15-16=-4522/705, 16-17=-1860/305 BOT CHORD 31-32=-2464/490, 4-31=-2390/451, 30-31=-538/126, 9-25=-1532/311, 23-39=-507/3266, 39-40=-507/3266, 22-40=-507/3266, 21-22=-507/3266, 20-21=-329/2446, 19-20=-698/4514, 16-19=-692/4482 WEBS 3-31=-700/238, 4-30=-302/1978, 27-30=-262/1337, 6-27=-271/1125, 7-27=-1344/358, 25-27=-376/2044, 7-25=-208/1141, 23-25=-537/3145, 9-23=-201/1374, 12-23=-167/792, 12-21=-1063/292, 13-21=-212/1170, 15-19=-1159/190, 15-20=-1506/261, 13-20=-237/1017 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 5-6-6, Interior(1) 5-6-6 to 13-7-11, Exterior(2) 13-7-11 to 19-2-1, Interior(1) 19-2-1 to 45-11-15, Exterior(2) 45-11-15 to 51-6-4, Interior(1) 51-6-4 to 55-1-14 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 17. This connection is for uplift only and does not consider lateral forces. 8) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 32. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T8 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442821 8.320 s Aug 28 2019 MiTek Industries, Inc. Mon Sep 9 12:01:36 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-rOtBrYhD_lfUEQ4xu9cEXtBQvvzj12royDuZlcyfN0D Scale = 1:107.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 30 31 32 33 34 35 36 37 38 3x6 5x9 5x9 8x8 4x9 7x12 3x10 4x6 3x4 5x6 6x14 3x4 3x4 8x16 7x12 4x16 3x4 6x10 4x6 4x9 4x9 4x6 4x6 5x6 6x10 4x6 4x9 2x4 5x9 7-4-6 7-4-6 15-8-14 8-4-8 24-1-6 8-4-8 32-5-14 8-4-8 37-3-11 4-9-13 46-10-1 9-6-6 52-11-11 6-1-10 56-4-8 3-4-13 58-10-4 2-5-12 58-10-10 0-0-6 7-4-6 7-4-6 13-2-11 5-10-6 22-10-4 9-7-9 32-5-14 9-7-9 37-3-11 4-9-13 43-5-5 6-1-10 49-6-15 6-1-10 52-11-11 3-4-13 56-4-8 3-4-13 58-10-10 2-6-2 5-5-610-4-01-9-02-0-02-0-02-0-02-0-010-4-010.00 12 8.49 12 Plate Offsets (X,Y)-- [1:0-4-4,0-2-0], [2:0-4-8,0-3-0], [3:0-5-8,0-3-4], [4:0-2-8,0-2-0], [10:0-9-4,0-3-8], [13:0-6-0,0-3-7], [15:0-3-12,0-2-4], [19:0-6-0,0-4-8], [20:0-5-12,0-4-0], [22:0-6-12,0-2-4], [24:0-3-8,0-2-0], [28:0-4-12,0-3-0] 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 0.68 0.87 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -0.99 0.53 (loc) 20 19-20 15 l/defl >999 >707 n/a L/d 240 180 n/a PLATES MT20 Weight: 427 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP No.1 *Except* 6-23,7-21,16-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-29,14-15: 2x6 SPF No.2, 20-22: 2x4 SPF-S 1650F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-12 max.): 1-2, 3-10. BOT CHORD Rigid ceiling directly applied or 9-3-4 oc bracing. Except: 1 Row at midpt 6-22 WEBS 1 Row at midpt 2-28, 4-26, 4-24, 9-19 REACTIONS.(lb/size)29=2337/Mechanical, 15=2337/0-4-3 Max Horz 29=-122(LC 7) Max Uplift 29=-310(LC 7), 15=-307(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-2246/395, 1-30=-2894/455, 2-30=-2894/455, 2-3=-3946/705, 3-31=-2703/516, 4-31=-2702/516, 4-5=-4311/764, 5-6=-4311/764, 6-7=-5389/902, 7-8=-5406/903, 8-9=-5406/903, 9-10=-3766/652, 10-11=-4353/783, 11-32=-4295/700, 12-32=-4320/687, 12-13=-5481/870, 13-14=-759/129, 14-15=-1068/179 BOT CHORD 28-33=-427/2416, 27-33=-427/2416, 27-34=-427/2416, 26-34=-427/2416, 26-35=-596/3336, 25-35=-596/3336, 25-36=-596/3336, 24-36=-596/3336, 6-22=-1769/355, 7-20=-251/97, 20-37=-727/4492, 37-38=-727/4492, 19-38=-727/4492, 18-19=-415/3083, 17-18=-698/4525, 13-17=-521/3407 WEBS 1-28=-546/3489, 2-28=-2836/564, 3-28=-228/1076, 3-26=-206/1239, 4-26=-1174/301, 4-24=-614/195, 22-24=-571/3229, 4-22=-259/1383, 20-22=-783/4568, 6-20=-248/1695, 9-20=-248/1291, 9-19=-1490/373, 10-19=-296/1645, 12-17=-83/746, 12-18=-1043/216, 11-18=-278/141, 10-18=-204/861, 15-17=-228/1439, 13-15=-2425/388 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 6-1-7, Interior(1) 6-1-7 to 13-2-11, Exterior(2) 13-2-11 to 19-1-6, Interior(1) 19-1-6 to 49-6-15, Exterior(2) 49-6-15 to 55-5-9, Interior(1) 55-5-9 to 58-7-14 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 3) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 29=310. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 15. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T9 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442822 8.320 s Aug 28 2019 MiTek Industries, Inc. Mon Sep 9 12:03:38 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-HsEISGAkGE1AtAPO1norUbFKk4asdE0l0CR01YyfN_J Scale = 1:103.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 31 32 33 34 35 36 37 38 39 40 5x6 3x6 6x6 6x6 8x8 4x9 7x12 3x10 4x6 3x4 5x6 6x12 3x4 3x4 10x10 6x8 4x16 3x4 4x9 4x6 4x9 5x9 7x12 5x6 4x6 4x6 6x10 2x4 4x9 5x9 6-5-4 6-5-4 14-7-13 8-2-9 22-10-7 8-2-10 31-1-0 8-2-9 35-3-11 4-2-11 44-10-1 9-6-6 50-11-11 6-1-10 54-4-8 3-4-13 56-10-4 2-5-12 56-10-10 0-0-6 4-1-14 4-1-14 6-5-4 2-3-6 13-2-11 6-9-7 22-1-14 8-11-2 31-1-0 8-11-2 35-3-11 4-2-11 41-5-5 6-1-10 47-6-15 6-1-10 50-11-11 3-4-13 54-4-8 3-4-13 56-10-10 2-6-2 3-6-74-8-210-4-01-9-02-0-02-0-02-0-02-0-010-4-06.00 12 10.00 12 8.49 12 Plate Offsets (X,Y)-- [3:0-2-4,0-3-8], [4:0-5-0,0-3-0], [5:0-2-8,0-2-0], [9:0-6-0,0-4-8], [10:0-9-4,0-3-8], [13:0-5-12,0-3-7], [15:0-3-8,0-2-0], [21:0-3-8,0-5-0], [23:0-5-8,0-2-4], [25:0-3-8,0-2-12], [29:0-2-0,0-2-0], [30:0-2-12,0-2-8] 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 0.51 0.96 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.92 0.54 (loc) 21 19-21 15 l/defl >999 >736 n/a L/d 240 180 n/a PLATES MT20 Weight: 391 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-24,8-22,16-17: 2x4 SPF No.2, 13-20: 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 1-30,14-15: 2x6 SPF No.2, 21-23: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-15 max.): 1-2, 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-10-14 oc bracing: 25-27 2-2-0 oc bracing: 19-21 9-5-14 oc bracing: 17-18. 1 Row at midpt 7-23 WEBS 1 Row at midpt 2-30, 5-27, 5-25, 9-19 REACTIONS.(lb/size)30=2257/Mechanical, 15=2257/0-4-3 Max Horz 30=131(LC 8) Max Uplift 30=-261(LC 8), 15=-282(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3318/505, 3-31=-4032/719, 4-31=-3945/750, 4-32=-2473/494, 5-32=-2473/494, 5-6=-4027/726, 6-7=-4027/726, 7-8=-5100/864, 8-9=-5116/865, 9-33=-3603/629, 10-33=-3605/629, 10-11=-4202/761, 11-34=-4127/677, 12-34=-4158/666, 12-13=-5289/842, 13-14=-731/125, 14-15=-1031/174 BOT CHORD 29-30=-455/2656, 29-35=-414/2311, 28-35=-414/2311, 28-36=-414/2311, 27-36=-414/2311, 27-37=-558/3113, 26-37=-558/3113, 26-38=-558/3113, 25-38=-558/3113, 7-23=-1909/370, 21-39=-694/4287, 20-39=-694/4287, 20-40=-694/4287, 19-40=-694/4287, 18-19=-395/2959, 17-18=-676/4366, 13-17=-504/3288 WEBS 2-30=-3301/508, 2-29=-80/575, 3-29=-1363/356, 4-29=-303/1235, 4-27=-194/1193, 5-27=-1162/301, 5-25=-584/189, 23-25=-548/3056, 5-23=-240/1296, 21-23=-751/4383, 7-21=-272/1832, 9-21=-230/1177, 9-19=-1402/360, 10-19=-281/1559, 12-17=-80/722, 11-18=-277/141, 12-18=-1015/212, 10-18=-202/844, 15-17=-221/1388, 13-15=-2342/376 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 4-1-14, Interior(1) 4-1-14 to 13-2-11, Exterior(2) 13-2-11 to 18-10-15, Interior(1) 18-10-15 to 47-6-15, Exterior(2) 47-6-15 to 53-3-3, Interior(1) 53-3-3 to 56-7-14 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 3) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 30=261. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 15. This connection is for uplift only and does not consider lateral forces.Continued on page 2 September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T9 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442822 8.320 s Aug 28 2019 MiTek Industries, Inc. Mon Sep 9 12:03:38 2019 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-HsEISGAkGE1AtAPO1norUbFKk4asdE0l0CR01YyfN_J NOTES- 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442823 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:33 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-ia32jAHBYX865X3sOIFxtVrEONwhYcdniXs1Reyg5jy Scale = 1:76.8 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 2x4 5x6 6x8 3x6 6x8 6x10 3x6 2x4 2x4 3x6 4x6 4x6 4x12 6x10 3x4 3x6 4x12 3x4 5x6 6-7-10 6-7-10 12-11-12 6-4-2 18-1-8 5-1-12 26-9-4 8-7-12 35-5-0 8-7-12 35-5-15 0-0-15 41-7-11 6-1-12 41-8-1 0-0-6 4-3-10 4-3-10 8-3-13 4-0-2 12-11-12 4-7-15 18-1-8 5-1-12 25-4-14 7-3-6 32-8-5 7-3-6 35-5-0 2-8-11 35-5-15 0-0-15 41-8-1 6-2-2 43-1-1 1-5-0 6-5-610-4-01-9-02-0-010-4-010.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-12], [4:0-6-4,0-2-0], [8:0-6-4,0-2-0], [9:0-5-0,0-1-6], [10:0-3-0,0-1-12], [12:Edge,0-3-8], [16:0-4-0,0-2-0], [20:0-2-8,0-1-12] 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 0.78 0.65 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.51 0.13 (loc) 15-16 15-16 12 l/defl >999 >982 n/a L/d 240 180 n/a PLATES MT20 Weight: 237 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-2 max.): 1-3, 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. 1 Row at midpt 5-16 WEBS 1 Row at midpt 2-21, 4-18, 7-16, 7-15, 8-13 REACTIONS.(lb/size)21=1653/0-3-8, 12=1751/0-4-3 Max Horz 21=-159(LC 7) Max Uplift 21=-225(LC 7), 12=-171(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1488/235, 3-4=-1996/365, 4-5=-2108/400, 5-7=-2116/401, 7-8=-2025/380, 8-9=-1969/401, 9-10=-1957/305, 10-12=-1698/315 BOT CHORD 20-21=-185/1015, 18-20=-264/1773, 5-16=-380/145, 15-16=-314/2097, 13-15=-170/1454 WEBS 2-21=-1797/308, 2-20=-180/1346, 3-20=-1121/220, 3-18=-508/134, 16-18=-241/1582, 4-16=-198/1223, 7-15=-582/208, 8-15=-182/998, 9-13=-370/182, 10-13=-142/1470, 8-13=-148/303 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-3-10, Interior(1) 4-3-10 to 12-11-12, Exterior(2) 12-11-12 to 17-1-12, Interior(1) 17-1-12 to 32-8-5, Exterior(2) 32-8-5 to 35-6-4, Interior(1) 35-6-4 to 43-1-1 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 3) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 21 and 12. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442824 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:35 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-fzBp8sIR49OqLrCFWjIPywwZBBXo0V44ArL8VXyg5jw Scale = 1:84.9 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 30 31 32 33 34 35 36 3x6 4x6 5x6 5x6 3x6 5x6 6x8 5x6 3x4 2x4 4x12 10x12 3x10 3x4 3x4 3x4 3x10 4x12 4x6 3x10 3x4 3x6 7-8-4 7-8-4 15-7-8 7-11-4 23-6-12 7-11-4 31-6-0 7-11-4 37-5-5 5-11-5 43-7-11 6-2-6 43-8-1 0-0-6 7-8-4 7-8-4 10-8-10 3-0-6 12-11-12 2-3-2 19-6-10 6-6-14 26-1-7 6-6-14 32-8-5 6-6-14 34-6-0 1-9-11 35-5-15 0-11-15 39-5-4 3-11-5 43-8-1 4-2-13 45-1-1 1-5-0 8-5-68-9-159-6-610-4-01-9-02-0-010-4-010.00 12 8.49 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [4:0-3-0,0-2-1], [8:0-3-0,0-2-1], [9:0-4-0,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 0.89 0.93 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.58 0.23 (loc) 16-18 20-21 14 l/defl >999 >892 n/a L/d 240 180 n/a PLATES MT20 Weight: 254 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 1-3, 4-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 1-23, 5-20, 5-18, 7-16, 9-15, 11-14 REACTIONS.(lb/size)23=1734/0-3-8, 14=1831/0-4-3 Max Horz 23=-177(LC 12) Max Uplift 23=-293(LC 7), 14=-187(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-1659/280, 1-2=-1778/254, 2-3=-1780/249, 3-4=-2333/378, 4-5=-2204/366, 5-7=-2402/414, 7-8=-1926/367, 8-9=-2239/404, 9-10=-1276/269, 10-11=-1956/362, 12-14=-287/147 BOT CHORD 2-21=-424/158, 20-21=-306/2260, 18-20=-334/2384, 16-18=-298/2320, 15-16=-189/1903, 14-15=-158/1434 WEBS 1-21=-328/2295, 3-21=-1044/189, 3-20=-761/118, 4-20=-155/1293, 5-20=-516/155, 7-18=-16/311, 7-16=-767/200, 8-16=-169/1163, 9-16=-419/150, 9-15=-1847/298, 10-15=-288/1601, 11-15=-66/337, 11-14=-2020/238 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-6-3, Interior(1) 4-6-3 to 12-11-12, Exterior(2) 12-11-12 to 17-4-3, Interior(1) 17-4-3 to 32-8-5, Exterior(2) 32-8-5 to 34-6-0, Interior(1) 34-6-0 to 35-5-15, Exterior(2) 35-5-15 to 39-10-5, Interior(1) 39-10-5 to 45-1-1 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 3) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 23 and 14. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442825 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-79lBLCJ3rSWhy?nR3QpeV7Tlbbzql_6DOV4i2zyg5jv Scale = 1:87.7 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 3x6 5x6 4x6 3x6 10x12 8x8 5x6 3x4 3x4 4x12 10x12 3x6 3x6 3x6 2x4 3x10 6x10 3x6 3x4 4x6 4x12 7-8-4 7-8-4 17-1-6 9-5-2 26-6-7 9-5-1 35-11-8 9-5-1 45-7-11 9-8-3 45-8-1 0-0-6 7-8-4 7-8-4 13-11-4 6-3-0 20-2-4 6-3-0 26-5-5 6-3-0 32-8-5 6-3-0 33-6-15 0-10-11 35-5-15 1-11-0 40-5-4 4-11-5 45-8-1 5-2-13 47-1-1 1-5-0 10-5-69-7-210-11-61-9-02-0-010-4-010.00 128.49 12 Plate Offsets (X,Y)-- [1:0-2-8,0-2-8], [3:0-3-0,Edge], [8:0-10-0,0-1-12], [9:0-5-8,Edge], [10:0-2-2,0-2-4], [12:0-1-12,0-1-8], [15:0-4-8,0-3-0], [17:0-2-8,0-1-8] 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 0.78 0.56 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.66 0.18 (loc) 15-17 19-20 14 l/defl >999 >821 n/a L/d 240 180 n/a PLATES MT20 Weight: 285 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x8 SP No.2, 9-10,1-3: 2x6 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 21-22,2-21: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-12 max.): 1-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22. 1 Row at midpt 2-20 WEBS 1 Row at midpt 4-20, 5-19, 5-17, 9-15, 11-14 2 Rows at 1/3 pts 1-22 REACTIONS.(lb/size)22=1814/0-3-8, 14=1910/0-4-3 Max Horz 22=-217(LC 12) Max Uplift 22=-363(LC 11), 14=-232(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1741/345, 1-2=-1457/255, 2-4=-1464/253, 4-5=-2520/433, 5-7=-2615/472, 7-8=-2611/471, 8-9=-2410/411, 9-10=-1775/315, 10-11=-2157/364, 11-12=-250/108, 12-14=-337/158 BOT CHORD 2-20=-461/171, 19-20=-266/2249, 17-19=-340/2634, 15-17=-253/2128, 14-15=-176/1579 WEBS 4-20=-1261/248, 4-19=-73/738, 5-19=-394/139, 7-17=-376/142, 8-17=-150/838, 8-15=-114/428, 9-15=-2038/363, 10-15=-288/1734, 11-15=-44/282, 11-14=-2105/267, 1-20=-377/2146 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-8-9, Interior(1) 4-8-9 to 32-8-5, Exterior(2) 32-8-5 to 33-6-15, Interior(1) 33-6-15 to 35-5-15, Exterior(2) 35-5-15 to 40-0-12, Interior(1) 40-0-12 to 47-1-1 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 3) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 22 and 14. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442826 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-bMJZZYKhcmeYa8Mdd8Kt1L0uP_CoURGNd9qFaPyg5ju Scale = 1:82.6 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 4x6 4x6 3x10 5x6 6x10 3x4 3x4 4x6 3x4 4x12 6x10 3x6 6x10 3x6 4x12 3x6 3x10 4x6 4x6 3x4 3x6 5-8-0 5-8-0 13-6-8 7-10-8 21-5-0 7-10-8 30-0-14 8-7-14 38-8-12 8-7-14 47-7-11 8-10-15 47-8-1 0-0-6 5-8-0 5-8-0 13-6-8 7-10-8 21-5-0 7-10-8 27-0-13 5-7-13 32-8-9 5-7-13 38-4-6 5-7-13 42-10-7 4-6-2 47-8-1 4-9-10 49-1-1 1-5-0 4-4-08-4-01-9-04-0-08-4-08.49 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-8], [7:0-2-12,0-1-8], [9:0-3-8,Edge], [11:0-2-0,0-1-0], [16:0-5-10,0-2-0], [18:0-7-0,0-3-12], [19:0-4-8,0-3-8], [21:0-3-12,0-3-0] 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 0.96 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.79 0.19 (loc) 14-16 16-17 13 l/defl >999 >720 n/a L/d 240 180 n/a PLATES MT20 Weight: 260 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-13: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 1-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-1-5 oc bracing: 18-19 2-2-0 oc bracing: 14-16. WEBS 1 Row at midpt 3-21, 5-19, 7-16, 8-14, 10-13 REACTIONS.(lb/size)22=1890/0-3-8, 13=1992/0-4-3 Max Horz 22=-225(LC 12) Max Uplift 22=-364(LC 7), 13=-273(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1822/378, 1-2=-2383/463, 2-3=-2374/465, 3-5=-3118/632, 5-7=-3804/760, 7-8=-2581/525, 8-9=-1698/356, 9-10=-2220/410, 11-13=-317/157 BOT CHORD 2-21=-420/155, 18-19=-661/3826, 14-16=-375/2398, 13-14=-225/1597 WEBS 1-21=-564/2896, 19-21=-555/3130, 3-21=-839/190, 5-19=-895/165, 16-18=-509/3026, 7-18=-227/1146, 7-16=-1226/295, 8-16=-98/616, 8-14=-1168/290, 9-14=-155/946, 10-14=-100/299, 10-13=-2189/328 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-10-15, Interior(1) 4-10-15 to 38-3-13, Exterior(2) 38-3-13 to 42-11-10, Interior(1) 42-11-10 to 49-1-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 22 and 13. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442827 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-3YtxmuLJN4mPCIxqBrr6aYY3NOaqDrRWspZo6ryg5jt Scale = 1:86.4 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 5x6 3x10 5x6 6x10 3x4 3x4 4x6 3x6 5x6 10x12 3x6 6x10 3x6 6x10 3x6 4x12 4x6 5x6 4x6 3x4 3x6 4-6-11 4-6-11 5-8-0 1-1-5 13-6-8 7-10-8 21-5-0 7-10-8 30-10-11 9-5-11 40-4-6 9-5-11 49-7-11 9-3-5 49-8-1 0-0-6 4-6-11 4-6-11 5-8-0 1-1-5 13-6-8 7-10-8 21-5-0 7-10-8 27-8-13 6-3-13 34-0-9 6-3-13 40-4-6 6-3-13 44-10-7 4-6-2 49-8-1 4-9-10 51-1-1 1-5-0 0-6-74-4-08-4-01-9-04-0-08-4-010.00 12 8.49 12 Plate Offsets (X,Y)-- [1:0-4-12,0-1-10], [1:0-1-0,0-0-13], [2:0-3-0,0-1-12], [10:0-3-0,0-2-3], [12:0-2-0,0-1-0], [14:0-2-8,0-2-0], [17:0-0-14,0-2-12], [19:0-7-0,0-4-0], [20:0-4-12 ,0-5-0], [22:0-3-8,0-2-8] 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 0.95 0.85 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.74 0.20 (loc) 19 19-20 14 l/defl >999 >799 n/a L/d 240 180 n/a PLATES MT20 Weight: 278 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 19-21,16-18,14-16: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-14: 2x6 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-5-9 oc bracing: 1-22 8-7-5 oc bracing: 19-20. WEBS 1 Row at midpt 4-22, 6-20, 7-17, 9-15, 11-14 REACTIONS.(lb/size)1=1970/0-3-8, 14=2072/0-4-3 Max Horz 1=-158(LC 7) Max Uplift 1=-306(LC 8), 14=-284(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2728/464, 2-3=-2488/470, 3-4=-2485/476, 4-6=-3299/633, 6-7=-4091/789, 7-9=-2858/568, 9-10=-1878/404, 10-11=-2359/449, 12-14=-343/154 BOT CHORD 1-22=-392/1970, 3-22=-342/154, 19-20=-741/4113, 6-19=0/262, 15-17=-430/2637, 14-15=-225/1699 WEBS 20-22=-615/3324, 4-22=-961/248, 6-20=-1027/200, 17-19=-575/3269, 7-19=-219/1087, 7-17=-1192/301, 9-17=-96/656, 9-15=-1285/307, 10-15=-160/1007, 11-15=-106/327, 11-14=-2267/337, 2-22=-366/1783 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 11-7-0, Interior(1) 11-7-0 to 40-4-6, Exterior(2) 40-4-6 to 47-4-10, Interior(1) 47-4-10 to 51-1-1 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 3) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 14. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T15 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442828 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-?x_iBZMavh06Rc5CIGuafzdYDCGehlfpJ72vBkyg5jr Scale = 1:88.4 1 2 3 4 5 6 7 8 9 10 11 1221 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 4x6 6x8 4x6 5x6 3x10 6x10 3x4 3x4 5x6 3x6 5x6 10x12 4x6 10x12 4x6 6x10 4x6 4x12 4x6 4x6 4x6 4-6-11 4-6-11 5-8-0 1-1-5 13-6-8 7-10-8 21-5-0 7-10-8 31-4-9 9-11-9 41-4-3 9-11-9 50-6-10 9-2-7 50-7-0 0-0-6 4-6-11 4-6-11 5-8-0 1-1-5 13-6-8 7-10-8 21-5-0 7-10-8 28-0-12 6-7-12 34-8-7 6-7-12 41-4-3 6-7-12 45-9-13 4-5-11 50-7-0 4-9-3 0-6-74-4-08-4-01-9-104-0-08-4-010.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-5-0,0-3-0], [10:0-3-0,0-2-12], [13:0-2-12,0-2-0], [16:0-0-13,0-2-8], [18:0-7-12,0-6-0], [19:0-4-12,0-5-0], [21:0-3-8,0-2-12] 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 0.35 0.89 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.71 0.21 (loc) 18 16-17 13 l/defl >999 >853 n/a L/d 240 180 n/a PLATES MT20 Weight: 316 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 3-20,6-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-13: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-0 max.): 2-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-4-1 oc bracing: 18-19. WEBS 1 Row at midpt 4-21, 6-19, 16-18, 7-16, 9-14, 11-13 REACTIONS.(lb/size)1=2008/0-3-8, 13=2008/0-3-5 Max Horz 1=-127(LC 12) Max Uplift 1=-314(LC 8), 13=-283(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2835/485, 2-3=-2624/497, 3-4=-2619/500, 4-6=-3434/654, 6-7=-4401/845, 7-9=-3007/586, 9-10=-1944/406, 10-11=-2416/457, 11-12=-328/88, 12-13=-298/87 BOT CHORD 1-21=-405/2096, 3-21=-263/138, 18-19=-791/4421, 6-18=0/366, 14-16=-449/2769, 13-14=-272/1748 WEBS 2-21=-361/1738, 19-21=-631/3446, 4-21=-956/238, 6-19=-1230/240, 16-18=-611/3484, 7-18=-236/1187, 7-16=-1260/316, 9-16=-95/668, 9-14=-1343/320, 10-14=-156/1021, 11-14=-110/352, 11-13=-2247/367 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 11-8-9, Interior(1) 11-8-9 to 41-4-3, Exterior(2) 41-4-3 to 48-6-0, Interior(1) 48-6-0 to 50-4-4 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 13. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T16 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442829 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-T7Y4OvNCg?8z3mgOs_PpCBAfRcZbQDkyYnoSjAyg5jq Scale = 1:87.7 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 3x6 5x6 3x6 3x4 6x8 6x10 6x8 3x4 3x4 6x8 WB 4x6 3x6 6x10 3x6 4x12 3x6 3x10 4x6 4x6 3x6 5x6 3x10 5-0-12 5-0-12 13-2-14 8-2-2 21-5-0 8-2-2 30-4-9 8-11-9 39-4-3 8-11-9 48-7-8 9-3-5 48-7-14 0-0-6 4-6-11 4-6-11 5-0-12 0-6-1 10-6-3 5-5-7 15-11-9 5-5-7 21-5-0 5-5-7 27-4-12 5-11-12 33-4-7 5-11-12 39-4-3 5-11-12 43-10-4 4-6-2 48-7-14 4-9-10 4-6-78-4-01-9-02-0-08-4-010.00 12 8.49 12 Plate Offsets (X,Y)-- [10:0-3-12,0-1-12], [16:0-5-14,0-1-12], [18:0-3-12,0-2-8], [19:0-4-0,0-3-4], [20:0-2-4,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 0.58 0.97 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.75 0.31 (loc) 14-16 18-19 13 l/defl >999 >773 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* 1-2: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-21: 2x6 SPF No.2, 19-20,15-17,18-19: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 12-13: 2x6 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-7-5 max.): 2-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22 2-2-0 oc bracing: 14-16. WEBS 1 Row at midpt 3-20, 7-16, 9-14, 11-13 REACTIONS.(lb/size)13=1931/0-4-3, 22=1931/0-3-8 Max Horz 22=-129(LC 12) Max Uplift 13=-255(LC 7), 22=-288(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1816/340, 2-3=-1371/290, 3-4=-3063/565, 4-6=-3836/686, 6-7=-3821/685, 7-9=-2716/512, 9-10=-1821/381, 10-11=-2294/431, 1-22=-1880/331 BOT CHORD 2-20=-130/865, 19-20=-529/2623, 18-19=-654/3414, 6-18=-342/126, 14-16=-407/2508, 13-14=-250/1648 WEBS 3-20=-1844/390, 3-19=-167/1108, 4-19=-863/229, 4-18=-125/633, 16-18=-555/3122, 7-18=-214/1013, 7-16=-1156/300, 9-16=-107/661, 9-14=-1218/302, 10-14=-149/986, 11-14=-107/327, 11-13=-2246/359, 1-20=-244/1478 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 11-7-14, Interior(1) 11-7-14 to 39-4-3, Exterior(2) 39-4-3 to 46-2-12, Interior(1) 46-2-12 to 48-5-2 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) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 22. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T17 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442830 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:43 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-QVgqpbOSBcPhI3qn_PRHHcFwlPIeu9JF?5HZn3yg5jo Scale = 1:84.0 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 4x6 6x8 3x6 5x6 3x6 3x4 6x10 3x6 3x4 3x4 4x6 4x6 4x6 3x6 6x10 4x12 3x6 3x6 4x6 3x10 3x10 3x10 5-0-12 5-0-12 13-2-14 8-2-2 21-5-0 8-2-2 29-4-9 7-11-9 38-0-9 8-8-0 46-7-8 8-6-15 46-7-14 0-0-6 4-6-11 4-6-11 5-0-12 0-6-1 10-6-3 5-5-7 15-11-9 5-5-7 21-5-0 5-5-7 29-4-9 7-11-9 37-4-3 7-11-9 41-10-4 4-6-2 46-7-14 4-9-10 4-6-78-4-01-9-02-0-08-4-010.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-6-12,Edge], [8:0-2-12,0-1-8], [9:0-3-12,0-1-12], [15:0-4-12,0-1-12], [17:0-3-12,0-2-8], [20:0-4-8,0-3-0] 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 0.91 0.81 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.68 0.29 (loc) 13-15 17-18 12 l/defl >999 >820 n/a L/d 240 180 n/a PLATES MT20 Weight: 250 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 17-19: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22 8-3-15 oc bracing: 18-20. WEBS 1 Row at midpt 3-20, 8-15, 10-12 REACTIONS.(lb/size)12=1855/0-4-3, 22=1855/0-3-8 Max Horz 22=-133(LC 12) Max Uplift 12=-240(LC 7), 22=-272(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1749/324, 2-3=-1330/280, 3-4=-2898/528, 4-6=-3572/638, 6-8=-3564/639, 8-9=-2553/497, 9-10=-2194/417, 1-22=-1810/318 BOT CHORD 2-20=-119/808, 18-20=-502/2494, 17-18=-609/3212, 6-17=-394/144, 13-15=-215/1719, 12-13=-240/1608 WEBS 3-20=-1730/370, 3-18=-147/1022, 4-18=-773/210, 4-17=-109/542, 15-17=-428/2582, 8-17=-282/1281, 8-15=-1317/368, 9-15=-294/1240, 10-13=-101/294, 1-20=-231/1410, 10-12=-2185/338 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 11-2-8, Interior(1) 11-2-8 to 37-4-3, Exterior(2) 37-4-3 to 43-11-5, Interior(1) 43-11-5 to 46-6-2 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) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12 and 22. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T18 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442831 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-uiED1xP4ywXYwDPzX6yWppo7BpeSddwOEl07KVyg5jn Scale = 1:80.4 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 4x6 6x8 3x6 5x6 3x6 2x4 6x8 3x6 2x4 2x4 3x6 4x6 4x6 3x4 6x10 3x6 4x12 3x4 4x6 3x10 3x6 3x6 5-0-12 5-0-12 13-2-14 8-2-2 21-5-0 8-2-2 28-4-9 6-11-9 36-8-9 8-4-0 44-7-8 7-10-15 44-7-14 0-0-6 4-6-11 4-6-11 5-0-12 0-6-1 10-6-3 5-5-7 15-11-9 5-5-7 21-5-0 5-5-7 28-4-9 6-11-9 35-4-3 6-11-9 39-10-4 4-6-2 44-7-14 4-9-10 4-6-78-4-01-9-02-0-08-4-010.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-6-12,Edge], [8:0-2-8,0-1-8], [9:0-3-12,0-1-12], [15:0-5-0,0-2-0], [17:0-3-8,0-2-8], [20:0-2-8,0-3-4] 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 0.80 0.77 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.63 0.27 (loc) 13-15 17-18 12 l/defl >999 >841 n/a L/d 240 180 n/a PLATES MT20 Weight: 238 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-19: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-7-15 max.): 2-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22 8-7-0 oc bracing: 18-20. WEBS 1 Row at midpt 3-20, 8-15, 10-12 REACTIONS.(lb/size)12=1775/0-4-3, 22=1775/0-3-8 Max Horz 22=-133(LC 12) Max Uplift 12=-224(LC 7), 22=-255(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1670/306, 2-3=-1267/266, 3-4=-2725/491, 4-6=-3285/582, 6-8=-3276/582, 8-9=-2313/459, 9-10=-2078/403, 1-22=-1731/300 BOT CHORD 2-20=-108/762, 18-20=-472/2357, 17-18=-564/3004, 6-17=-364/133, 13-15=-200/1619, 12-13=-226/1538 WEBS 3-20=-1621/348, 3-18=-130/944, 4-18=-688/194, 4-17=-86/426, 15-17=-378/2367, 8-17=-279/1286, 8-15=-1311/353, 9-15=-261/1113, 10-13=-95/275, 10-12=-2093/316, 1-20=-216/1343 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 10-11-2, Interior(1) 10-11-2 to 35-4-3, Exterior(2) 35-4-3 to 41-7-15, Interior(1) 41-7-15 to 44-6-2 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) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12 and 22. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T19 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442832 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-MuobEHQijDfPXNzA5pTlM1LLTD?LM5wYTOmgsyyg5jm Scale = 1:78.2 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 4x6 6x8 3x6 5x6 8x8 2x4 2x4 6x8 3x6 2x4 2x4 3x6 3x6 3x6 3x4 6x10 4x6 4x12 3x4 3x10 3x6 3x6 5-0-12 5-0-12 13-2-14 8-2-2 21-5-0 8-2-2 27-4-9 5-11-9 35-4-9 8-0-0 42-7-8 7-2-15 42-7-14 0-0-6 4-6-11 4-6-11 5-0-12 0-6-1 10-6-3 5-5-7 15-11-9 5-5-7 21-5-0 5-5-7 27-4-9 5-11-9 33-4-3 5-11-9 40-7-7 7-3-5 42-7-14 2-0-7 4-6-73-2-48-4-02-9-152-0-08-4-010.00 12 8.49 12 2.12 12 Plate Offsets (X,Y)-- [2:0-6-12,Edge], [3:0-2-8,0-1-8], [9:0-4-0,0-2-0], [15:0-4-12,0-2-0], [17:0-4-0,0-2-4], [18:0-2-8,0-1-8], [20:0-2-8,0-3-4] 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 0.51 0.73 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.56 0.24 (loc) 13-15 17-18 12 l/defl >999 >909 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* 9-10: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 17-19: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-4 max.): 2-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-20, 8-15, 9-13 REACTIONS.(lb/size)12=1695/0-4-3, 22=1695/0-3-8 Max Horz 22=-103(LC 7) Max Uplift 12=-211(LC 7), 22=-240(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1592/286, 2-3=-1203/257, 3-4=-2552/453, 4-6=-2999/529, 6-8=-2988/529, 8-9=-2083/405, 9-10=-1977/327, 1-22=-1651/279 BOT CHORD 2-20=-94/715, 18-20=-427/2219, 17-18=-506/2796, 6-17=-339/124, 13-15=-197/1533, 12-13=-185/1084 WEBS 3-20=-1512/326, 3-18=-113/864, 4-18=-603/177, 4-17=-61/312, 15-17=-326/2169, 8-17=-268/1305, 8-15=-1309/340, 9-15=-235/989, 10-13=-93/557, 1-20=-198/1276, 10-12=-1958/351 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 8-10-8, Interior(1) 8-10-8 to 33-4-3, Exterior(2) 33-4-3 to 37-7-6, Interior(1) 37-7-6 to 42-6-2 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) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12 and 22. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T20 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442833 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-mTTjsISb081_Orilmy1S_fzteQ1vZRy_9M_KTGyg5jj Scale = 1:91.6 12 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 29 30 31 32 33 34 35 36 6x8 4x6 8x8 5x6 4x12 4x6 3x6 3x4 6x8 4x6 5x6 3x4 4x6 4x6 4x6 6x10 4x12 4x6 4x12 2x4 10x12 4x6 4x12 3x4 6x8 4x12 5x6 3-6-14 3-6-14 6-5-0 2-10-2 6-8-8 0-3-8 10-3-0 3-6-8 14-1-12 3-10-12 22-3-14 8-2-2 30-6-0 8-2-2 36-1-10 5-7-10 45-1-11 9-0-1 49-8-8 4-6-13 49-8-14 0-0-6 -1-0-0 1-0-0 3-6-14 3-6-14 6-10-4 3-3-6 10-3-0 3-4-12 14-1-12 3-10-12 22-3-14 8-2-2 30-6-0 8-2-2 36-1-10 5-7-10 41-9-5 5-7-10 45-1-11 3-4-6 49-8-14 4-7-3 1-3-04-8-27-6-510-4-04-8-92-0-02-0-02-0-02-0-02-0-010-4-06.00 12 10.00 12 2.12 12 Plate Offsets (X,Y)-- [2:0-8-14,Edge], [5:0-3-4,0-2-12], [7:0-2-12,0-3-0], [11:0-2-12,0-2-0], [12:0-6-0,0-3-12], [13:0-3-0,0-2-12], [16:0-2-0,0-2-0], [18:0-4-8,0-2-0], [20:0-8-4 ,0-5-0], [23:0-2-4,0-0-12], [25:0-4-12,0-2-0], [26:0-7-8,0-3-0], [27:0-4-0,0-1-8] 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 0.45 0.67 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.46 0.18 (loc) 20-21 20-21 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 332 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-24,10-19: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 2-0-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-10 max.): 7-12. BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 1 Row at midpt 10-21, 11-18, 12-16 REACTIONS.(lb/size)2=-43/0-3-0, 27=2401/(0-3-8 + H10A Simpson Strong-Tie) (req. 0-3-12), 15=1670/0-4-3 Max Horz 2=230(LC 11) Max Uplift 2=-194(LC 23), 27=-423(LC 8), 15=-238(LC 8) Max Grav 2=59(LC 8), 27=2401(LC 1), 15=1670(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-154/458, 4-5=-310/1441, 5-6=-1072/162, 6-7=-1992/366, 7-8=-2771/515, 8-10=-2771/515, 10-11=-3115/563, 11-12=-1966/385, 12-13=-1762/359, 13-14=-1340/224, 14-15=-1638/292 BOT CHORD 2-28=-358/60, 26-27=-2384/483, 5-26=-2438/422, 25-26=-1046/193, 21-23=-281/1562, 20-21=-548/3132, 16-18=-208/1353 WEBS 4-28=-71/309, 26-28=-354/64, 4-26=-984/256, 5-25=-327/2052, 6-25=-1321/262, 7-21=-328/1528, 8-21=-549/202, 10-21=-489/114, 18-20=-332/2088, 11-20=-322/1641, 11-18=-1482/351, 12-18=-212/1088, 13-16=-1084/266, 23-25=-154/857, 6-23=-171/994, 14-16=-285/1812 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-11-11, Interior(1) 3-11-11 to 14-0-0, Exterior(2) 14-0-0 to 18-11-11, Interior(1) 18-11-11 to 41-9-5, Exterior(2) 41-9-5 to 45-1-11, Interior(1) 45-1-11 to 49-7-2 zone; cantilever left and right exposed ; end vertical left exposed; porch 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) H10A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 27. This connection is for uplift only and does not consider lateral forces. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 15. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442834 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-B29sVKVTJ3PZFIRJS4a9bIbLxe3ZmoeQrKD_3byg5jg Scale = 1:88.9 12 3 4 5 6 7 8 9 10 11 12 13 14 15 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 32 33 34 35 36 8x8 4x6 8x8 6x8 4x12 4x6 3x10 3x4 6x8 4x6 5x6 3x4 3x4 3x4 6x10 3x4 4x6 4x6 6x10 4x12 4x6 4x12 2x4 10x12 4x6 10x12 6x8 4x6 6x8 5x6 3-6-14 3-6-14 6-6-12 2-11-14 6-8-8 0-1-12 10-3-0 3-6-8 14-1-12 3-10-12 22-3-14 8-2-2 30-6-0 8-2-2 37-2-2 6-8-2 43-10-3 6-8-1 44-9-8 0-11-5 47-8-8 2-11-0 47-8-14 0-0-6 -1-0-0 1-0-0 3-6-14 3-6-14 6-10-4 3-3-6 10-3-0 3-4-12 13-7-11 3-4-12 14-1-12 0-6-1 22-3-14 8-2-2 30-6-0 8-2-2 37-2-2 6-8-2 41-9-5 4-7-3 43-10-3 2-0-14 44-7-4 0-9-1 44-9-8 0-2-4 47-8-14 2-11-6 1-3-04-8-27-11-1210-4-05-5-12-0-02-0-02-0-02-0-02-0-02-0-02-0-010-4-06.00 12 10.00 12 2.12 12 Plate Offsets (X,Y)-- [2:0-8-14,Edge], [5:0-3-8,Edge], [7:0-2-12,0-3-0], [11:0-2-12,0-2-0], [12:0-6-0,0-3-12], [18:0-5-8,0-3-0], [19:0-4-8,0-2-12], [23:0-7-8,0-5-0], [26:0-5-12 ,0-3-0], [28:0-4-12,0-2-0], [29:0-7-8,0-3-0], [30:0-5-0,0-1-0] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.64 0.68 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.41 0.22 (loc) 23-24 23-24 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 343 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-27,10-22,13-20,14-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 2-0-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-0 max.): 7-12. BOT CHORD Rigid ceiling directly applied or 4-3-7 oc bracing. WEBS 1 Row at midpt 10-24, 11-21 REACTIONS.(lb/size)2=-18/0-3-0, 30=2804/(0-3-8 + H10A Simpson Strong-Tie) (req. 0-4-6), 16=1623/0-4-3 Max Horz 2=242(LC 11) Max Uplift 2=-171(LC 23), 30=-535(LC 8), 16=-233(LC 8) Max Grav 2=62(LC 8), 30=2804(LC 1), 16=1623(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-159/424, 4-5=-316/1337, 5-6=-1489/308, 6-7=-2169/460, 7-8=-2720/527, 8-10=-2720/527, 10-11=-2893/548, 11-12=-1616/329, 12-13=-1701/344, 13-14=-1590/294, 14-15=-1229/216, 15-16=-1586/289 BOT CHORD 2-31=-331/57, 29-30=-2784/687, 5-29=-2822/622, 28-29=-875/169, 7-26=-58/268, 24-26=-322/1628, 23-24=-540/2909, 10-23=-335/147, 18-19=-208/1226, 14-18=-1052/199 WEBS 4-31=-68/289, 29-31=-330/60, 4-29=-915/254, 5-28=-411/2106, 6-28=-1447/360, 7-24=-296/1380, 8-24=-543/199, 10-24=-265/80, 21-23=-284/1679, 11-23=-340/1665, 11-21=-1403/343, 12-21=-165/784, 19-21=-203/1238, 14-19=-49/328, 26-28=-273/1085, 6-26=-141/822, 15-18=-298/1751 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-6-14, Interior(1) 3-6-14 to 14-0-0, Exterior(2) 14-0-0 to 18-9-5, Interior(1) 18-9-5 to 41-9-5, Exterior(2) 41-9-5 to 44-11-4, Interior(1) 44-11-4 to 47-7-2 zone; cantilever left and right exposed ; end vertical left exposed; porch 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) H10A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 30. This connection is for uplift only and does not consider lateral forces. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 16. This connection is for uplift only and does not consider lateral forces. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss.Continued on page 2 September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442834 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:51 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-B29sVKVTJ3PZFIRJS4a9bIbLxe3ZmoeQrKD_3byg5jg NOTES- 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 7-33=-60, 7-12=-60, 12-14=-60, 14-15=-60, 2-30=-20, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Trapezoidal Loads (plf) Vert: 5=-186-to-33=-163 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-50, 7-33=-50, 7-12=-50, 12-14=-50, 14-15=-50, 2-30=-20, 27-29=-20, 26-35=-50, 35-36=-20, 23-36=-50, 20-22=-20, 18-19=-20, 16-17=-20 Trapezoidal Loads (plf) Vert: 5=-163-to-33=-140 3) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-4=25, 4-5=15, 7-33=15, 7-34=23, 12-34=18, 12-14=20, 14-15=15, 2-30=21, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=53, 2-4=-33, 4-5=-24, 5-7=-24, 12-14=29, 14-15=24 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=51-to-33=74 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-5=15, 7-33=20, 7-11=18, 11-12=23, 12-14=15, 14-15=25, 2-30=21, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=19, 2-5=-24, 5-32=-24, 7-32=-29, 12-14=24, 14-15=33 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=51-to-32=64, 32=68-to-33=79 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-5=-32, 7-33=-44, 7-12=-29, 12-14=-44, 14-15=-32, 2-30=-15, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=7, 2-5=12, 5-7=24, 12-14=-24, 14-15=-12 Drag: 11-12=-0 Trapezoidal Loads (plf) Vert: 5=-149-to-33=-126 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-5=-32, 7-33=-44, 7-12=-29, 12-14=-44, 14-15=-32, 2-30=-15, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=-7, 2-5=12, 5-7=24, 12-14=-24, 14-15=-12 Drag: 11-12=-0 Trapezoidal Loads (plf) Vert: 5=-149-to-33=-126 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-5=1, 7-33=-11, 7-12=22, 12-14=9, 14-15=10, 2-30=8, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=19, 2-5=-9, 5-7=2, 12-14=17, 14-15=18 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=5-to-33=28 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-5=10, 7-33=9, 7-12=22, 12-14=-11, 14-15=22, 2-30=8, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=14, 2-5=-19, 5-7=-17, 12-14=-2, 14-15=30 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=25-to-33=48 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-15, 2-5=-20, 7-33=-31, 7-12=2, 12-14=-12, 14-15=-10, 2-30=-6, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=5, 2-5=-0, 5-7=11, 12-14=8, 14-15=10 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=-119-to-33=-96 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-6, 2-5=-10, 7-33=-12, 7-12=2, 12-14=-31, 14-15=2, 2-30=-6, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=14, 2-5=-10, 5-7=-8, 12-14=-11, 14-15=22 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=-100-to-33=-77 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442834 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:51 2019 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-B29sVKVTJ3PZFIRJS4a9bIbLxe3ZmoeQrKD_3byg5jg LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=17, 2-5=22, 7-33=22, 7-12=9, 12-14=9, 14-15=9, 2-30=-6, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=26, 2-5=-30, 5-7=-30, 12-14=17, 14-15=17 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=19-to-33=42 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 7-33=9, 7-12=9, 12-14=22, 14-15=22, 2-30=-6, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=13, 2-5=-17, 5-7=-17, 12-14=30, 14-15=30 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=6-to-33=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-5=22, 7-33=22, 7-12=9, 12-14=9, 14-15=9, 2-30=-6, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=26, 2-5=-30, 5-7=-30, 12-14=17, 14-15=17 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=19-to-33=42 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 7-33=9, 7-12=9, 12-14=22, 14-15=22, 2-30=-6, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=13, 2-5=-17, 5-7=-17, 12-14=30, 14-15=30 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=6-to-33=29 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-5=2, 7-33=2, 7-12=-12, 12-14=-12, 14-15=-12, 2-30=-20, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=26, 2-5=-22, 5-7=-22, 12-14=8, 14-15=8 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=-79-to-33=-56 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-5=-12, 7-33=-12, 7-12=-12, 12-14=2, 14-15=2, 2-30=-20, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=13, 2-5=-8, 5-7=-8, 12-14=22, 14-15=22 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=-92-to-33=-69 17) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-20, 7-33=-20, 7-12=-20, 12-14=-20, 14-15=-20, 2-30=-20, 27-29=-20, 26-35=-60, 35-36=-20, 23-36=-60, 20-22=-20, 18-19=-20, 16-17=-20 Trapezoidal Loads (plf) Vert: 5=-94-to-33=-71 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-47, 2-5=-50, 7-33=-58, 7-12=-34, 12-14=-44, 14-15=-43, 2-30=-9, 27-29=-20, 26-35=-50, 35-36=-20, 23-36=-50, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=3, 2-5=-0, 5-7=8, 12-14=6, 14-15=7 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=-182-to-33=-159 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-5=-43, 7-33=-44, 7-12=-34, 12-14=-58, 14-15=-34, 2-30=-9, 27-29=-20, 26-35=-50, 35-36=-20, 23-36=-50, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=11, 2-5=-7, 5-7=-6, 12-14=-8, 14-15=16 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=-167-to-33=-144 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-5=-34, 7-33=-34, 7-12=-44, 12-14=-44, 14-15=-44, 2-30=-20, 27-29=-20, 26-35=-50, 35-36=-20, 23-36=-50 , 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=19, 2-5=-16, 5-7=-16, 12-14=6, 14-15=6 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=-151-to-33=-128 21) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442834 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:51 2019 Page 4 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-B29sVKVTJ3PZFIRJS4a9bIbLxe3ZmoeQrKD_3byg5jg LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-40, 2-5=-44, 7-33=-44, 7-12=-44, 12-14=-34, 14-15=-34, 2-30=-20, 27-29=-20, 26-35=-50, 35-36=-20, 23-36=-50, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=10, 2-5=-6, 5-7=-6, 12-14=16, 14-15=16 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=-161-to-33=-138 22) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 7-33=-60, 7-12=-60, 12-14=-20, 14-15=-20, 2-30=-20, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Trapezoidal Loads (plf) Vert: 5=-186-to-33=-163 23) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-20, 7-33=-20, 7-12=-60, 12-14=-60, 14-15=-60, 2-30=-20, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Trapezoidal Loads (plf) Vert: 5=-146-to-33=-123 24) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-50, 7-33=-50, 7-12=-50, 12-14=-20, 14-15=-20, 2-30=-20, 27-29=-20, 26-35=-50, 35-36=-20, 23-36=-50, 20-22=-20, 18-19=-20, 16-17=-20 Trapezoidal Loads (plf) Vert: 5=-163-to-33=-140 25) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-20, 7-33=-20, 7-12=-50, 12-14=-50, 14-15=-50, 2-30=-20, 27-29=-20, 26-35=-50, 35-36=-20, 23-36=-50, 20-22=-20, 18-19=-20, 16-17=-20 Trapezoidal Loads (plf) Vert: 5=-133-to-33=-110 26) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-4=25, 4-5=15, 7-33=15, 7-34=23, 12-34=18, 12-14=20, 14-15=15, 2-30=21, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=53, 2-4=-33, 4-5=-24, 5-7=-24, 12-14=29, 14-15=24 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=51-to-33=74 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-5=15, 7-33=20, 7-11=18, 11-12=23, 12-14=15, 14-15=25, 2-30=21, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=19, 2-5=-24, 5-32=-24, 7-32=-29, 12-14=24, 14-15=33 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=51-to-32=64, 32=68-to-33=79 28) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-5=-32, 7-33=-44, 7-12=-29, 12-14=-44, 14-15=-32, 2-30=-15, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=7, 2-5=12, 5-7=24, 12-14=-24, 14-15=-12 Drag: 11-12=-0 Trapezoidal Loads (plf) Vert: 5=-149-to-33=-126 29) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-5=-32, 7-33=-44, 7-12=-29, 12-14=-44, 14-15=-32, 2-30=-15, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20 , 16-17=-20 Horz: 1-2=-7, 2-5=12, 5-7=24, 12-14=-24, 14-15=-12 Drag: 11-12=-0 Trapezoidal Loads (plf) Vert: 5=-149-to-33=-126 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-5=1, 7-33=-11, 7-12=22, 12-14=9, 14-15=10, 2-30=8, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=19, 2-5=-9, 5-7=2, 12-14=17, 14-15=18 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=5-to-33=28 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-5=10, 7-33=9, 7-12=22, 12-14=-11, 14-15=22, 2-30=8, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=14, 2-5=-19, 5-7=-17, 12-14=-2, 14-15=30 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=25-to-33=48 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442834 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:51 2019 Page 5 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-B29sVKVTJ3PZFIRJS4a9bIbLxe3ZmoeQrKD_3byg5jg LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-15, 2-5=-20, 7-33=-31, 7-12=2, 12-14=-12, 14-15=-10, 2-30=-6, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=5, 2-5=-0, 5-7=11, 12-14=8, 14-15=10 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=-119-to-33=-96 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-6, 2-5=-10, 7-33=-12, 7-12=2, 12-14=-31, 14-15=2, 2-30=-6, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=14, 2-5=-10, 5-7=-8, 12-14=-11, 14-15=22 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=-100-to-33=-77 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-5=22, 7-33=22, 7-12=9, 12-14=9, 14-15=9, 2-30=-6, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=26, 2-5=-30, 5-7=-30, 12-14=17, 14-15=17 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=19-to-33=42 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 7-33=9, 7-12=9, 12-14=22, 14-15=22, 2-30=-6, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=13, 2-5=-17, 5-7=-17, 12-14=30, 14-15=30 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=6-to-33=29 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-5=22, 7-33=22, 7-12=9, 12-14=9, 14-15=9, 2-30=-6, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=26, 2-5=-30, 5-7=-30, 12-14=17, 14-15=17 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=19-to-33=42 37) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 7-33=9, 7-12=9, 12-14=22, 14-15=22, 2-30=-6, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=13, 2-5=-17, 5-7=-17, 12-14=30, 14-15=30 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=6-to-33=29 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-5=2, 7-33=2, 7-12=-12, 12-14=-12, 14-15=-12, 2-30=-20, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=26, 2-5=-22, 5-7=-22, 12-14=8, 14-15=8 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=-79-to-33=-56 39) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-5=-12, 7-33=-12, 7-12=-12, 12-14=2, 14-15=2, 2-30=-20, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=13, 2-5=-8, 5-7=-8, 12-14=22, 14-15=22 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=-92-to-33=-69 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-47, 2-5=-50, 7-33=-58, 7-12=-34, 12-14=-44, 14-15=-43, 2-30=-9, 27-29=-20, 26-35=-50, 35-36=-20, 23-36=-50, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=3, 2-5=-0, 5-7=8, 12-14=6, 14-15=7 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=-182-to-33=-159 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-5=-43, 7-33=-44, 7-12=-34, 12-14=-58, 14-15=-34, 2-30=-9, 27-29=-20, 26-35=-50, 35-36=-20, 23-36=-50, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=11, 2-5=-7, 5-7=-6, 12-14=-8, 14-15=16 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=-167-to-33=-144 Continued on page 6 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442834 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:51 2019 Page 6 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-B29sVKVTJ3PZFIRJS4a9bIbLxe3ZmoeQrKD_3byg5jg LOAD CASE(S) Standard 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-5=-34, 7-33=-34, 7-12=-44, 12-14=-44, 14-15=-44, 2-30=-20, 27-29=-20, 26-35=-50, 35-36=-20, 23-36=-50, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=19, 2-5=-16, 5-7=-16, 12-14=6, 14-15=6 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=-151-to-33=-128 43) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-5=-44, 7-33=-44, 7-12=-44, 12-14=-34, 14-15=-34, 2-30=-20, 27-29=-20, 26-35=-50, 35-36=-20, 23-36=-50, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=10, 2-5=-6, 5-7=-6, 12-14=16, 14-15=16 Drag: 11-12=0 Trapezoidal Loads (plf) Vert: 5=-161-to-33=-138 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442835 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-bdr?7MXMc_n76m9u7C8sDwDv4r3dz9_tXIRegwyg5jd Scale = 1:91.6 12 3 4 5 6 7 8 9 10 11 12 13 14 15 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 32 33 34 35 36 37 38 8x8 4x6 6x8 4x12 4x6 3x10 3x4 6x8 4x6 5x6 3x4 3x4 5x6 6x8 6x8 3x4 3x4 4x6 4x6 6x10 4x12 4x6 4x12 2x4 10x12 4x12 6x10 6x8 5x6 4x6 3-6-14 3-6-14 6-5-0 2-10-2 6-8-8 0-3-8 10-3-0 3-6-8 14-1-12 3-10-12 22-3-14 8-2-2 30-6-0 8-2-2 36-1-10 5-7-10 41-10-3 5-8-9 46-9-8 4-11-5 49-3-4 2-5-12 49-3-10 0-0-6 -1-0-0 1-0-0 3-6-14 3-6-14 6-10-4 3-3-6 10-3-0 3-4-12 13-7-11 3-4-12 14-1-12 0-6-1 22-3-14 8-2-2 30-6-0 8-2-2 36-1-10 5-7-10 41-9-5 5-7-10 45-0-4 3-2-15 46-9-8 1-9-4 49-3-10 2-6-2 1-3-04-8-27-7-910-4-04-10-82-0-02-0-02-0-02-0-02-0-02-0-02-0-010-4-06.00 12 10.00 12 2.12 12 Plate Offsets (X,Y)-- [2:0-8-14,Edge], [5:0-4-4,0-3-4], [7:0-2-12,0-3-0], [11:0-5-12,0-2-0], [12:0-3-4,0-2-12], [18:0-2-12,0-3-8], [19:0-2-8,0-3-0], [23:0-9-4,0-5-0], [26:0-5-12 ,0-3-0], [28:0-5-0,0-2-0], [29:0-7-8,0-3-0], [30:0-5-0,0-0-12] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.46 0.72 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.46 0.27 (loc) 23-24 23-24 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 342 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-27,10-22,12-20,14-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 2-0-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-12 max.): 7-12. BOT CHORD Rigid ceiling directly applied or 4-0-14 oc bracing. WEBS 1 Row at midpt 10-24, 11-21 REACTIONS.(lb/size)2=-57/0-3-0, 30=3060/0-3-8 (req. 0-4-13), 16=1681/0-4-3 Max Horz 2=233(LC 11) Max Uplift 2=-209(LC 23), 30=-603(LC 8), 16=-245(LC 8) Max Grav 2=64(LC 8), 30=3060(LC 1), 16=1681(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-162/485, 4-5=-330/1488, 5-6=-1495/319, 6-7=-2228/474, 7-8=-2864/557, 8-10=-2864/557, 10-11=-3138/593, 11-12=-1768/365, 12-13=-2310/432, 13-14=-1293/240, 14-15=-1267/227, 15-16=-1641/301 BOT CHORD 2-31=-380/66, 29-30=-3042/785, 5-29=-3105/727, 28-29=-990/183, 24-26=-323/1675, 23-24=-569/3156, 12-19=-178/1153, 18-19=-344/1961 WEBS 4-31=-74/323, 29-31=-382/70, 4-29=-1003/269, 5-28=-424/2241, 6-28=-1511/364, 7-24=-314/1497, 8-24=-550/202, 10-24=-389/96, 21-23=-343/2060, 11-23=-338/1703, 11-21=-1351/289, 19-21=-340/2011, 11-19=-344/102, 13-19=-281/100, 13-18=-1339/242, 26-28=-266/1089, 6-26=-146/877, 15-18=-319/1832 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-11-3, Interior(1) 3-11-3 to 14-0-0, Exterior(2) 14-0-0 to 18-11-3, Interior(1) 18-11-3 to 41-9-5, Exterior(2) 41-9-5 to 45-0-4, Interior(1) 45-0-4 to 49-1-14 zone; cantilever left and right exposed ; end vertical left exposed; porch 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 live load of 20.0psf on the bottom chord in 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) WARNING: Required bearing size at joint(s) 30 greater than input bearing size. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 16. This connection is for uplift only and does not consider lateral forces. 8) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 30. This connection is for uplift only and does not consider lateral forces. Continued on page 2 September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442835 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:54 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-bdr?7MXMc_n76m9u7C8sDwDv4r3dz9_tXIRegwyg5jd NOTES- 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 7-34=-60, 7-12=-60, 12-13=-60, 13-15=-60, 2-30=-20, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Concentrated Loads (lb) Vert: 5=-150 Trapezoidal Loads (plf) Vert: 5=-186-to-34=-163 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-50, 7-34=-50, 7-12=-50, 12-13=-50, 13-15=-50, 2-30=-20, 27-29=-20, 26-37=-50, 37-38=-20, 23-38=-50, 20-22=-20, 18-19=-20, 16-17=-20 Concentrated Loads (lb) Vert: 5=-131 Trapezoidal Loads (plf) Vert: 5=-163-to-34=-140 3) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-32=25, 5-32=15, 7-34=15, 7-35=23, 12-35=18, 12-13=20, 13-15=15, 2-30=21, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=53, 2-32=-33, 5-32=-24, 5-7=-24, 12-13=29, 13-15=24 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=86 Trapezoidal Loads (plf) Vert: 5=51-to-34=74 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-5=15, 7-34=20, 7-36=18, 12-36=23, 12-13=15, 13-15=25, 2-30=21, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=19, 2-5=-24, 5-33=-24, 7-33=-29, 12-13=24, 13-15=33 Drag: 11-36=0, 12-36=0 Concentrated Loads (lb) Vert: 5=86 Trapezoidal Loads (plf) Vert: 5=51-to-33=63, 33=68-to-34=79 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-5=-32, 7-34=-44, 7-12=-29, 12-13=-44, 13-15=-32, 2-30=-15, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=7, 2-5=12, 5-7=24, 12-13=-24, 13-15=-12 Drag: 11-12=-0 Concentrated Loads (lb) Vert: 5=-119 Trapezoidal Loads (plf) Vert: 5=-149-to-34=-126 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-5=-32, 7-34=-44, 7-12=-29, 12-13=-44, 13-15=-32, 2-30=-15, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=-7, 2-5=12, 5-7=24, 12-13=-24, 13-15=-12 Drag: 11-12=-0 Concentrated Loads (lb) Vert: 5=-119 Trapezoidal Loads (plf) Vert: 5=-149-to-34=-126 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-5=1, 7-34=-11, 7-12=22, 12-13=9, 13-15=10, 2-30=8, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=19, 2-5=-9, 5-7=2, 12-13=17, 13-15=18 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=57 Trapezoidal Loads (plf) Vert: 5=5-to-34=28 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-5=10, 7-34=9, 7-12=22, 12-13=-11, 13-15=22, 2-30=8, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=14, 2-5=-19, 5-7=-17, 12-13=-2, 13-15=30 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=57 Trapezoidal Loads (plf) Vert: 5=25-to-34=48 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442835 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:54 2019 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-bdr?7MXMc_n76m9u7C8sDwDv4r3dz9_tXIRegwyg5jd LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-15, 2-5=-20, 7-34=-31, 7-12=2, 12-13=-12, 13-15=-10, 2-30=-6, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=5, 2-5=-0, 5-7=11, 12-13=8, 13-15=10 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=-95 Trapezoidal Loads (plf) Vert: 5=-119-to-34=-96 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-6, 2-5=-10, 7-34=-12, 7-12=2, 12-13=-31, 13-15=2, 2-30=-6, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=14, 2-5=-10, 5-7=-8, 12-13=-11, 13-15=22 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=-95 Trapezoidal Loads (plf) Vert: 5=-100-to-34=-77 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-5=22, 7-34=22, 7-12=9, 12-13=9, 13-15=9, 2-30=-6, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=26, 2-5=-30, 5-7=-30, 12-13=17, 13-15=17 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=30 Trapezoidal Loads (plf) Vert: 5=19-to-34=42 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 7-34=9, 7-12=9, 12-13=22, 13-15=22, 2-30=-6, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=13, 2-5=-17, 5-7=-17, 12-13=30, 13-15=30 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=30 Trapezoidal Loads (plf) Vert: 5=6-to-34=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-5=22, 7-34=22, 7-12=9, 12-13=9, 13-15=9, 2-30=-6, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=26, 2-5=-30, 5-7=-30, 12-13=17, 13-15=17 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=30 Trapezoidal Loads (plf) Vert: 5=19-to-34=42 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 7-34=9, 7-12=9, 12-13=22, 13-15=22, 2-30=-6, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=13, 2-5=-17, 5-7=-17, 12-13=30, 13-15=30 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=30 Trapezoidal Loads (plf) Vert: 5=6-to-34=29 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-5=2, 7-34=2, 7-12=-12, 12-13=-12, 13-15=-12, 2-30=-20, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=26, 2-5=-22, 5-7=-22, 12-13=8, 13-15=8 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=-83 Trapezoidal Loads (plf) Vert: 5=-79-to-34=-56 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-5=-12, 7-34=-12, 7-12=-12, 12-13=2, 13-15=2, 2-30=-20, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=13, 2-5=-8, 5-7=-8, 12-13=22, 13-15=22 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=-83 Trapezoidal Loads (plf) Vert: 5=-92-to-34=-69 17) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442835 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:54 2019 Page 4 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-bdr?7MXMc_n76m9u7C8sDwDv4r3dz9_tXIRegwyg5jd LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=-20, 7-34=-20, 7-12=-20, 12-13=-20, 13-15=-20, 2-30=-20, 27-29=-20, 26-37=-60, 37-38=-20, 23-38=-60, 20-22=-20, 18-19=-20, 16-17=-20 Concentrated Loads (lb) Vert: 5=-75 Trapezoidal Loads (plf) Vert: 5=-94-to-34=-71 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-47, 2-5=-50, 7-34=-58, 7-12=-34, 12-13=-44, 13-15=-43, 2-30=-9, 27-29=-20, 26-37=-50, 37-38=-20, 23-38=-50, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=3, 2-5=-0, 5-7=8, 12-13=6, 13-15=7 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=-147 Trapezoidal Loads (plf) Vert: 5=-182-to-34=-159 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-5=-43, 7-34=-44, 7-12=-34, 12-13=-58, 13-15=-34, 2-30=-9, 27-29=-20, 26-37=-50, 37-38=-20, 23-38=-50, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=11, 2-5=-7, 5-7=-6, 12-13=-8, 13-15=16 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=-147 Trapezoidal Loads (plf) Vert: 5=-167-to-34=-144 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-5=-34, 7-34=-34, 7-12=-44, 12-13=-44, 13-15=-44, 2-30=-20, 27-29=-20, 26-37=-50, 37-38=-20, 23-38=-50, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=19, 2-5=-16, 5-7=-16, 12-13=6, 13-15=6 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=-137 Trapezoidal Loads (plf) Vert: 5=-151-to-34=-128 21) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-5=-44, 7-34=-44, 7-12=-44, 12-13=-34, 13-15=-34, 2-30=-20, 27-29=-20, 26-37=-50, 37-38=-20, 23-38=-50, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=10, 2-5=-6, 5-7=-6, 12-13=16, 13-15=16 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=-137 Trapezoidal Loads (plf) Vert: 5=-161-to-34=-138 22) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 7-34=-60, 7-12=-60, 12-13=-20, 13-15=-20, 2-30=-20, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Concentrated Loads (lb) Vert: 5=-150 Trapezoidal Loads (plf) Vert: 5=-186-to-34=-163 23) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-20, 7-34=-20, 7-12=-60, 12-13=-60, 13-15=-60, 2-30=-20, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Concentrated Loads (lb) Vert: 5=-150 Trapezoidal Loads (plf) Vert: 5=-146-to-34=-123 24) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-50, 7-34=-50, 7-12=-50, 12-13=-20, 13-15=-20, 2-30=-20, 27-29=-20, 26-37=-50, 37-38=-20, 23-38=-50, 20-22=-20, 18-19=-20, 16-17=-20 Concentrated Loads (lb) Vert: 5=-131 Trapezoidal Loads (plf) Vert: 5=-163-to-34=-140 25) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-20, 7-34=-20, 7-12=-50, 12-13=-50, 13-15=-50, 2-30=-20, 27-29=-20, 26-37=-50, 37-38=-20, 23-38=-50, 20-22=-20, 18-19=-20, 16-17=-20 Concentrated Loads (lb) Vert: 5=-131 Trapezoidal Loads (plf) Vert: 5=-133-to-34=-110 26) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442835 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:54 2019 Page 5 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-bdr?7MXMc_n76m9u7C8sDwDv4r3dz9_tXIRegwyg5jd LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=45, 2-32=25, 5-32=15, 7-34=15, 7-35=23, 12-35=18, 12-13=20, 13-15=15, 2-30=21, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=53, 2-32=-33, 5-32=-24, 5-7=-24, 12-13=29, 13-15=24 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=86 Trapezoidal Loads (plf) Vert: 5=51-to-34=74 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-5=15, 7-34=20, 7-36=18, 12-36=23, 12-13=15, 13-15=25, 2-30=21, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=19, 2-5=-24, 5-33=-24, 7-33=-29, 12-13=24, 13-15=33 Drag: 11-36=0, 12-36=0 Concentrated Loads (lb) Vert: 5=86 Trapezoidal Loads (plf) Vert: 5=51-to-33=63, 33=68-to-34=79 28) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-5=-32, 7-34=-44, 7-12=-29, 12-13=-44, 13-15=-32, 2-30=-15, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=7, 2-5=12, 5-7=24, 12-13=-24, 13-15=-12 Drag: 11-12=-0 Concentrated Loads (lb) Vert: 5=-119 Trapezoidal Loads (plf) Vert: 5=-149-to-34=-126 29) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-5=-32, 7-34=-44, 7-12=-29, 12-13=-44, 13-15=-32, 2-30=-15, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=-7, 2-5=12, 5-7=24, 12-13=-24, 13-15=-12 Drag: 11-12=-0 Concentrated Loads (lb) Vert: 5=-119 Trapezoidal Loads (plf) Vert: 5=-149-to-34=-126 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-5=1, 7-34=-11, 7-12=22, 12-13=9, 13-15=10, 2-30=8, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=19, 2-5=-9, 5-7=2, 12-13=17, 13-15=18 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=57 Trapezoidal Loads (plf) Vert: 5=5-to-34=28 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-5=10, 7-34=9, 7-12=22, 12-13=-11, 13-15=22, 2-30=8, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=14, 2-5=-19, 5-7=-17, 12-13=-2, 13-15=30 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=57 Trapezoidal Loads (plf) Vert: 5=25-to-34=48 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-15, 2-5=-20, 7-34=-31, 7-12=2, 12-13=-12, 13-15=-10, 2-30=-6, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=5, 2-5=-0, 5-7=11, 12-13=8, 13-15=10 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=-95 Trapezoidal Loads (plf) Vert: 5=-119-to-34=-96 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-6, 2-5=-10, 7-34=-12, 7-12=2, 12-13=-31, 13-15=2, 2-30=-6, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=14, 2-5=-10, 5-7=-8, 12-13=-11, 13-15=22 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=-95 Trapezoidal Loads (plf) Vert: 5=-100-to-34=-77 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 6 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442835 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:54 2019 Page 6 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-bdr?7MXMc_n76m9u7C8sDwDv4r3dz9_tXIRegwyg5jd LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=17, 2-5=22, 7-34=22, 7-12=9, 12-13=9, 13-15=9, 2-30=-6, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=26, 2-5=-30, 5-7=-30, 12-13=17, 13-15=17 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=30 Trapezoidal Loads (plf) Vert: 5=19-to-34=42 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 7-34=9, 7-12=9, 12-13=22, 13-15=22, 2-30=-6, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=13, 2-5=-17, 5-7=-17, 12-13=30, 13-15=30 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=30 Trapezoidal Loads (plf) Vert: 5=6-to-34=29 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-5=22, 7-34=22, 7-12=9, 12-13=9, 13-15=9, 2-30=-6, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=26, 2-5=-30, 5-7=-30, 12-13=17, 13-15=17 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=30 Trapezoidal Loads (plf) Vert: 5=19-to-34=42 37) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 7-34=9, 7-12=9, 12-13=22, 13-15=22, 2-30=-6, 27-29=-6, 23-26=-6, 20-22=-6, 18-19=-6, 16-17=-6 Horz: 1-2=13, 2-5=-17, 5-7=-17, 12-13=30, 13-15=30 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=30 Trapezoidal Loads (plf) Vert: 5=6-to-34=29 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-5=2, 7-34=2, 7-12=-12, 12-13=-12, 13-15=-12, 2-30=-20, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=26, 2-5=-22, 5-7=-22, 12-13=8, 13-15=8 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=-83 Trapezoidal Loads (plf) Vert: 5=-79-to-34=-56 39) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-5=-12, 7-34=-12, 7-12=-12, 12-13=2, 13-15=2, 2-30=-20, 27-29=-20, 23-26=-20, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=13, 2-5=-8, 5-7=-8, 12-13=22, 13-15=22 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=-83 Trapezoidal Loads (plf) Vert: 5=-92-to-34=-69 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-47, 2-5=-50, 7-34=-58, 7-12=-34, 12-13=-44, 13-15=-43, 2-30=-9, 27-29=-20, 26-37=-50, 37-38=-20, 23-38=-50, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=3, 2-5=-0, 5-7=8, 12-13=6, 13-15=7 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=-147 Trapezoidal Loads (plf) Vert: 5=-182-to-34=-159 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-5=-43, 7-34=-44, 7-12=-34, 12-13=-58, 13-15=-34, 2-30=-9, 27-29=-20, 26-37=-50, 37-38=-20, 23-38=-50, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=11, 2-5=-7, 5-7=-6, 12-13=-8, 13-15=16 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=-147 Trapezoidal Loads (plf) Vert: 5=-167-to-34=-144 Continued on page 7 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442835 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:54 2019 Page 7 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-bdr?7MXMc_n76m9u7C8sDwDv4r3dz9_tXIRegwyg5jd LOAD CASE(S) Standard 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-5=-34, 7-34=-34, 7-12=-44, 12-13=-44, 13-15=-44, 2-30=-20, 27-29=-20, 26-37=-50, 37-38=-20, 23-38=-50, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=19, 2-5=-16, 5-7=-16, 12-13=6, 13-15=6 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=-137 Trapezoidal Loads (plf) Vert: 5=-151-to-34=-128 43) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-5=-44, 7-34=-44, 7-12=-44, 12-13=-34, 13-15=-34, 2-30=-20, 27-29=-20, 26-37=-50, 37-38=-20, 23-38=-50, 20-22=-20, 18-19=-20, 16-17=-20 Horz: 1-2=10, 2-5=-6, 5-7=-6, 12-13=16, 13-15=16 Drag: 11-12=0 Concentrated Loads (lb) Vert: 5=-137 Trapezoidal Loads (plf) Vert: 5=-161-to-34=-138 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T23 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442836 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-X0ylY1Zc8c1rM3JHEdAKILIAvflxR1t9?cwllpyg5jb Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 31 32 33 34 35 10x12 6x8 4x6 6x8 6x8 4x12 4x6 3x10 4x6 3x4 3x4 10x12 3x4 3x4 4x6 4x6 6x10 4x6 4x12 2x4 5x6 4x12 6x10 5x6 4x6 4x6 4x6 3-6-14 3-6-14 6-5-0 2-10-2 6-8-8 0-3-8 13-7-11 6-11-3 22-4-8 8-8-13 31-1-6 8-8-13 39-10-3 8-8-13 48-9-8 8-11-5 51-3-4 2-5-12 51-3-10 0-0-6 -1-0-0 1-0-0 3-6-14 3-6-14 6-10-4 3-3-6 13-7-11 6-9-7 22-4-8 8-8-13 31-1-6 8-8-13 39-10-3 8-8-13 41-11-15 2-1-12 46-9-0 4-9-1 48-9-8 2-0-8 51-3-10 2-6-2 1-3-04-8-26-11-1010-4-04-2-02-0-02-0-02-0-02-0-02-0-010-4-06.00 12 10.00 12 8.49 12 2.12 12 Plate Offsets (X,Y)-- [2:0-8-14,Edge], [5:0-5-8,Edge], [6:0-5-4,0-3-0], [12:0-4-8,0-3-0], [15:0-2-12,0-2-8], [18:0-4-0,0-3-4], [21:0-2-0,0-2-12], [26:0-7-8,0-3-0], [27:0-5-0,0-1-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.82 0.73 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.38 0.22 (loc) 21-23 21-23 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 334 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 11-20,14-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 2-0-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-9 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 4-5-13 oc bracing. WEBS 1 Row at midpt 9-23, 9-19 REACTIONS.(lb/size)2=174/0-3-0, 27=2724/(0-3-8 + H10A Simpson Strong-Tie) (req. 0-4-4), 16=1795/0-4-3 Max Horz 2=220(LC 11) Max Uplift 2=-53(LC 7), 27=-511(LC 8), 16=-231(LC 7) Max Grav 2=184(LC 22), 27=2724(LC 1), 16=1795(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-199/569, 5-6=-2293/444, 6-7=-2414/482, 7-9=-2413/482, 9-11=-2637/512, 11-12=-2643/509, 12-13=-2668/480, 13-14=-1854/317, 14-15=-1799/308, 15-16=-1761/309 BOT CHORD 26-27=-2693/671, 5-26=-2615/632, 23-25=-271/1461, 21-23=-438/2594, 11-19=-351/150, 18-19=-489/2817 WEBS 4-26=-440/187, 5-25=-232/1548, 6-25=-256/116, 6-23=-285/1324, 7-23=-532/203, 9-23=-271/59, 9-21=-410/158, 19-21=-436/2603, 12-19=-271/1389, 13-19=-721/180, 13-18=-1515/302, 15-18=-373/2223 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 4-1-9, Interior(1) 4-1-9 to 13-7-11, Exterior(2) 13-7-11 to 18-9-4, Interior(1) 18-9-4 to 41-11-15, Exterior(2) 41-11-15 to 46-9-0, Interior(1) 46-9-0 to 51-1-14 zone; cantilever left and right exposed ; end vertical left exposed; porch 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) H10A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 27. This connection is for uplift only and does not consider lateral forces. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 16. This connection is for uplift only and does not consider lateral forces. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Continued on page 2 September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T23 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442836 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:56 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-X0ylY1Zc8c1rM3JHEdAKILIAvflxR1t9?cwllpyg5jb LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 6-31=-60, 6-12=-60, 12-13=-60, 13-15=-60, 2-27=-20, 20-26=-20, 18-19=-20, 16-17=-20 Trapezoidal Loads (plf) Vert: 5=-186-to-31=-163 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-50, 6-31=-50, 6-12=-50, 12-13=-50, 13-15=-50, 2-27=-20, 25-26=-20, 25-34=-50, 34-35=-20, 21-35=-50, 20-21=-20, 18-19=-20, 16-17=-20 Trapezoidal Loads (plf) Vert: 5=-163-to-31=-140 3) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-29=25, 5-29=15, 6-31=15, 6-32=23, 12-32=18, 12-13=20, 13-15=15, 2-27=21, 20-26=-6, 18-19=-6, 16-17=-6 Horz: 1-2=53, 2-29=-33, 5-29=-24, 5-6=-24, 12-13=29, 13-15=24 Drag: 6-32=-0, 7-32=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=51-to-31=74 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-5=15, 6-31=20, 6-33=18, 12-33=23, 12-13=15, 13-15=25, 2-27=21, 20-26=-6, 18-19=-6, 16-17=-6 Horz: 1-2=19, 2-5=-24, 5-30=-24, 6-30=-29, 12-13=24, 13-15=33 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=51-to-30=60, 30=65-to-31=79 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-5=-32, 6-31=-44, 6-12=-29, 12-13=-44, 13-15=-32, 2-27=-15, 20-26=-20, 18-19=-20, 16-17=-20 Horz: 1-2=7, 2-5=12, 5-6=24, 12-13=-24, 13-15=-12 Drag: 6-7=0, 11-12=-0 Trapezoidal Loads (plf) Vert: 5=-149-to-31=-126 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-5=-32, 6-31=-44, 6-12=-29, 12-13=-44, 13-15=-32, 2-27=-15, 20-26=-20, 18-19=-20, 16-17=-20 Horz: 1-2=-7, 2-5=12, 5-6=24, 12-13=-24, 13-15=-12 Drag: 6-7=0, 11-12=-0 Trapezoidal Loads (plf) Vert: 5=-149-to-31=-126 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-5=1, 6-31=-11, 6-12=22, 12-13=9, 13-15=10, 2-27=8, 20-26=-6, 18-19=-6, 16-17=-6 Horz: 1-2=19, 2-5=-9, 5-6=2, 12-13=17, 13-15=18 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=5-to-31=28 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-5=10, 6-31=9, 6-12=22, 12-13=-11, 13-15=22, 2-27=8, 20-26=-6, 18-19=-6, 16-17=-6 Horz: 1-2=14, 2-5=-19, 5-6=-17, 12-13=-2, 13-15=30 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=25-to-31=48 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-15, 2-5=-20, 6-31=-31, 6-12=2, 12-13=-12, 13-15=-10, 2-27=-6, 20-26=-20, 18-19=-20, 16-17=-20 Horz: 1-2=5, 2-5=-0, 5-6=11, 12-13=8, 13-15=10 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=-119-to-31=-96 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-6, 2-5=-10, 6-31=-12, 6-12=2, 12-13=-31, 13-15=2, 2-27=-6, 20-26=-20, 18-19=-20, 16-17=-20 Horz: 1-2=14, 2-5=-10, 5-6=-8, 12-13=-11, 13-15=22 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=-100-to-31=-77 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-5=22, 6-31=22, 6-12=9, 12-13=9, 13-15=9, 2-27=-6, 20-26=-6, 18-19=-6, 16-17=-6 Horz: 1-2=26, 2-5=-30, 5-6=-30, 12-13=17, 13-15=17 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=19-to-31=42 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T23 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442836 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:56 2019 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-X0ylY1Zc8c1rM3JHEdAKILIAvflxR1t9?cwllpyg5jb LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 6-31=9, 6-12=9, 12-13=22, 13-15=22, 2-27=-6, 20-26=-6, 18-19=-6, 16-17=-6 Horz: 1-2=13, 2-5=-17, 5-6=-17, 12-13=30, 13-15=30 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=6-to-31=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-5=22, 6-31=22, 6-12=9, 12-13=9, 13-15=9, 2-27=-6, 20-26=-6, 18-19=-6, 16-17=-6 Horz: 1-2=26, 2-5=-30, 5-6=-30, 12-13=17, 13-15=17 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=19-to-31=42 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 6-31=9, 6-12=9, 12-13=22, 13-15=22, 2-27=-6, 20-26=-6, 18-19=-6, 16-17=-6 Horz: 1-2=13, 2-5=-17, 5-6=-17, 12-13=30, 13-15=30 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=6-to-31=29 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-5=2, 6-31=2, 6-12=-12, 12-13=-12, 13-15=-12, 2-27=-20, 20-26=-20, 18-19=-20, 16-17=-20 Horz: 1-2=26, 2-5=-22, 5-6=-22, 12-13=8, 13-15=8 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=-79-to-31=-56 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-5=-12, 6-31=-12, 6-12=-12, 12-13=2, 13-15=2, 2-27=-20, 20-26=-20, 18-19=-20, 16-17=-20 Horz: 1-2=13, 2-5=-8, 5-6=-8, 12-13=22, 13-15=22 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=-92-to-31=-69 17) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-20, 6-31=-20, 6-12=-20, 12-13=-20, 13-15=-20, 2-27=-20, 25-26=-20, 25-34=-60, 34-35=-20, 21-35=-60, 20-21=-20, 18-19=-20, 16-17=-20 Trapezoidal Loads (plf) Vert: 5=-94-to-31=-71 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-47, 2-5=-50, 6-31=-58, 6-12=-34, 12-13=-44, 13-15=-43, 2-27=-9, 25-26=-20, 25-34=-50, 34-35=-20, 21-35=-50, 20-21=-20, 18-19=-20, 16-17=-20 Horz: 1-2=3, 2-5=-0, 5-6=8, 12-13=6, 13-15=7 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=-182-to-31=-159 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-5=-43, 6-31=-44, 6-12=-34, 12-13=-58, 13-15=-34, 2-27=-9, 25-26=-20, 25-34=-50, 34-35=-20, 21-35=-50, 20-21=-20, 18-19=-20, 16-17=-20 Horz: 1-2=11, 2-5=-7, 5-6=-6, 12-13=-8, 13-15=16 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=-167-to-31=-144 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-5=-34, 6-31=-34, 6-12=-44, 12-13=-44, 13-15=-44, 2-27=-20, 25-26=-20, 25-34=-50, 34-35=-20, 21-35=-50 , 20-21=-20, 18-19=-20, 16-17=-20 Horz: 1-2=19, 2-5=-16, 5-6=-16, 12-13=6, 13-15=6 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=-151-to-31=-128 21) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-5=-44, 6-31=-44, 6-12=-44, 12-13=-34, 13-15=-34, 2-27=-20, 25-26=-20, 25-34=-50, 34-35=-20, 21-35=-50 , 20-21=-20, 18-19=-20, 16-17=-20 Horz: 1-2=10, 2-5=-6, 5-6=-6, 12-13=16, 13-15=16 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=-161-to-31=-138 22) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 6-31=-60, 6-12=-60, 12-13=-20, 13-15=-20, 2-27=-20, 20-26=-20, 18-19=-20, 16-17=-20 Continued on page 4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T23 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442836 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:56 2019 Page 4 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-X0ylY1Zc8c1rM3JHEdAKILIAvflxR1t9?cwllpyg5jb LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 5=-186-to-31=-163 23) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-20, 6-31=-20, 6-12=-60, 12-13=-60, 13-15=-60, 2-27=-20, 20-26=-20, 18-19=-20, 16-17=-20 Trapezoidal Loads (plf) Vert: 5=-146-to-31=-123 24) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-50, 6-31=-50, 6-12=-50, 12-13=-20, 13-15=-20, 2-27=-20, 25-26=-20, 25-34=-50, 34-35=-20, 21-35=-50, 20-21=-20, 18-19=-20, 16-17=-20 Trapezoidal Loads (plf) Vert: 5=-163-to-31=-140 25) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-20, 6-31=-20, 6-12=-50, 12-13=-50, 13-15=-50, 2-27=-20, 25-26=-20, 25-34=-50, 34-35=-20, 21-35=-50, 20-21=-20, 18-19=-20, 16-17=-20 Trapezoidal Loads (plf) Vert: 5=-133-to-31=-110 26) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-29=25, 5-29=15, 6-31=15, 6-32=23, 12-32=18, 12-13=20, 13-15=15, 2-27=21, 20-26=-6, 18-19=-6, 16-17=-6 Horz: 1-2=53, 2-29=-33, 5-29=-24, 5-6=-24, 12-13=29, 13-15=24 Drag: 6-32=-0, 7-32=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=51-to-31=74 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-5=15, 6-31=20, 6-33=18, 12-33=23, 12-13=15, 13-15=25, 2-27=21, 20-26=-6, 18-19=-6, 16-17=-6 Horz: 1-2=19, 2-5=-24, 5-30=-24, 6-30=-29, 12-13=24, 13-15=33 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=51-to-30=60, 30=65-to-31=79 28) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-5=-32, 6-31=-44, 6-12=-29, 12-13=-44, 13-15=-32, 2-27=-15, 20-26=-20, 18-19=-20, 16-17=-20 Horz: 1-2=7, 2-5=12, 5-6=24, 12-13=-24, 13-15=-12 Drag: 6-7=0, 11-12=-0 Trapezoidal Loads (plf) Vert: 5=-149-to-31=-126 29) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-5=-32, 6-31=-44, 6-12=-29, 12-13=-44, 13-15=-32, 2-27=-15, 20-26=-20, 18-19=-20, 16-17=-20 Horz: 1-2=-7, 2-5=12, 5-6=24, 12-13=-24, 13-15=-12 Drag: 6-7=0, 11-12=-0 Trapezoidal Loads (plf) Vert: 5=-149-to-31=-126 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-5=1, 6-31=-11, 6-12=22, 12-13=9, 13-15=10, 2-27=8, 20-26=-6, 18-19=-6, 16-17=-6 Horz: 1-2=19, 2-5=-9, 5-6=2, 12-13=17, 13-15=18 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=5-to-31=28 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-5=10, 6-31=9, 6-12=22, 12-13=-11, 13-15=22, 2-27=8, 20-26=-6, 18-19=-6, 16-17=-6 Horz: 1-2=14, 2-5=-19, 5-6=-17, 12-13=-2, 13-15=30 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=25-to-31=48 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-15, 2-5=-20, 6-31=-31, 6-12=2, 12-13=-12, 13-15=-10, 2-27=-6, 20-26=-20, 18-19=-20, 16-17=-20 Horz: 1-2=5, 2-5=-0, 5-6=11, 12-13=8, 13-15=10 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=-119-to-31=-96 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-6, 2-5=-10, 6-31=-12, 6-12=2, 12-13=-31, 13-15=2, 2-27=-6, 20-26=-20, 18-19=-20, 16-17=-20 Horz: 1-2=14, 2-5=-10, 5-6=-8, 12-13=-11, 13-15=22 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=-100-to-31=-77 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T23 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442836 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:56 2019 Page 5 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-X0ylY1Zc8c1rM3JHEdAKILIAvflxR1t9?cwllpyg5jb LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=17, 2-5=22, 6-31=22, 6-12=9, 12-13=9, 13-15=9, 2-27=-6, 20-26=-6, 18-19=-6, 16-17=-6 Horz: 1-2=26, 2-5=-30, 5-6=-30, 12-13=17, 13-15=17 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=19-to-31=42 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 6-31=9, 6-12=9, 12-13=22, 13-15=22, 2-27=-6, 20-26=-6, 18-19=-6, 16-17=-6 Horz: 1-2=13, 2-5=-17, 5-6=-17, 12-13=30, 13-15=30 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=6-to-31=29 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-5=22, 6-31=22, 6-12=9, 12-13=9, 13-15=9, 2-27=-6, 20-26=-6, 18-19=-6, 16-17=-6 Horz: 1-2=26, 2-5=-30, 5-6=-30, 12-13=17, 13-15=17 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=19-to-31=42 37) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 6-31=9, 6-12=9, 12-13=22, 13-15=22, 2-27=-6, 20-26=-6, 18-19=-6, 16-17=-6 Horz: 1-2=13, 2-5=-17, 5-6=-17, 12-13=30, 13-15=30 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=6-to-31=29 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-5=2, 6-31=2, 6-12=-12, 12-13=-12, 13-15=-12, 2-27=-20, 20-26=-20, 18-19=-20, 16-17=-20 Horz: 1-2=26, 2-5=-22, 5-6=-22, 12-13=8, 13-15=8 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=-79-to-31=-56 39) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-5=-12, 6-31=-12, 6-12=-12, 12-13=2, 13-15=2, 2-27=-20, 20-26=-20, 18-19=-20, 16-17=-20 Horz: 1-2=13, 2-5=-8, 5-6=-8, 12-13=22, 13-15=22 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=-92-to-31=-69 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-47, 2-5=-50, 6-31=-58, 6-12=-34, 12-13=-44, 13-15=-43, 2-27=-9, 25-26=-20, 25-34=-50, 34-35=-20, 21-35=-50, 20-21=-20, 18-19=-20, 16-17=-20 Horz: 1-2=3, 2-5=-0, 5-6=8, 12-13=6, 13-15=7 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=-182-to-31=-159 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-5=-43, 6-31=-44, 6-12=-34, 12-13=-58, 13-15=-34, 2-27=-9, 25-26=-20, 25-34=-50, 34-35=-20, 21-35=-50, 20-21=-20, 18-19=-20, 16-17=-20 Horz: 1-2=11, 2-5=-7, 5-6=-6, 12-13=-8, 13-15=16 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=-167-to-31=-144 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-5=-34, 6-31=-34, 6-12=-44, 12-13=-44, 13-15=-44, 2-27=-20, 25-26=-20, 25-34=-50, 34-35=-20, 21-35=-50 , 20-21=-20, 18-19=-20, 16-17=-20 Horz: 1-2=19, 2-5=-16, 5-6=-16, 12-13=6, 13-15=6 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=-151-to-31=-128 43) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-5=-44, 6-31=-44, 6-12=-44, 12-13=-34, 13-15=-34, 2-27=-20, 25-26=-20, 25-34=-50, 34-35=-20, 21-35=-50 , 20-21=-20, 18-19=-20, 16-17=-20 Horz: 1-2=10, 2-5=-6, 5-6=-6, 12-13=16, 13-15=16 Drag: 6-7=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 5=-161-to-31=-138 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T24 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442837 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-UO4VzjasfDHZbNTgM2CoOmNeLSSfvtESSwPsphyg5jZ Scale = 1:97.7 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 32 33 34 35 36 37 6x10 6x8 6x8 6x8 4x12 4x6 3x6 6x8 8x8 3x4 3x4 6x8 3x4 3x4 6x10 6x10 3x4 3x4 4x6 4x6 6x10 4x12 4x12 8x8 4x6 6x10 4x6 4x6 6x8 4x6 3-6-14 3-6-14 6-5-0 2-10-2 6-8-8 0-3-8 13-7-0 6-10-8 19-11-2 6-4-2 26-2-8 6-3-6 32-0-6 5-9-14 37-10-3 5-9-14 43-11-15 6-1-12 50-9-8 6-9-9 53-3-4 2-5-12 53-3-10 0-0-6 -1-0-0 1-0-0 3-6-14 3-6-14 6-10-4 3-3-6 13-7-11 6-9-7 19-11-2 6-3-6 26-2-8 6-3-6 32-0-6 5-9-14 37-10-3 5-9-14 43-11-15 6-1-12 50-1-0 6-1-1 50-9-8 0-8-8 52-10-2 2-0-10 53-3-10 0-5-8 1-3-04-8-26-0-510-4-03-5-82-0-02-0-02-0-02-0-02-0-02-0-02-0-010-4-06.00 12 10.00 12 8.49 12 2.12 12 Plate Offsets (X,Y)-- [2:0-8-14,Edge], [5:0-5-8,0-3-0], [6:0-4-0,0-3-13], [7:0-2-8,0-2-0], [9:0-4-0,Edge], [13:0-5-4,0-3-0], [19:0-3-12,0-3-8], [21:0-3-4,0-3-0], [23:0-3-0,0-3-0], [24:0-5-12,0-5-12], [28:0-2-12,0-2-12], [29:0-7-8,0-3-0], [30:0-4-0,0-1-8] 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 0.31 0.65 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.43 0.30 (loc) 21 23-24 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 394 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 6-9: 2x8 SP No.2 BOT CHORD 2x6 SPF No.2 *Except* 6-27,8-25,12-22,15-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 16-17: 2x6 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 2-0-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-12 max.): 6-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-31,30-31,28-29 4-8-12 oc bracing: 29-30. 1 Row at midpt 8-24 WEBS 1 Row at midpt 7-28, 7-26, 8-23 REACTIONS.(lb/size)2=104/0-3-0, 30=2368/(0-3-8 + H10A Simpson Strong-Tie) (req. 0-3-11), 17=1833/0-4-3 Max Horz 2=208(LC 11) Max Uplift 2=-56(LC 23), 30=-416(LC 8), 17=-235(LC 7) Max Grav 2=118(LC 22), 30=2368(LC 1), 17=1833(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-208/850, 5-6=-1837/308, 6-7=-1298/294, 7-8=-2704/501, 8-10=-2682/496, 10-12=-3194/576, 12-13=-3202/577, 13-14=-2912/480, 14-15=-2567/407, 15-16=-2551/410, 16-17=-1774/296 BOT CHORD 29-30=-2344/471, 5-29=-2257/427, 28-29=-482/150, 6-28=-134/763, 8-24=-341/135, 23-24=-478/2713, 12-21=-360/142, 20-21=-315/2330, 19-20=-535/3270 WEBS 4-29=-626/213, 5-28=-276/1812, 26-28=-316/1785, 7-28=-780/215, 7-26=-1030/255, 24-26=-325/1815, 7-24=-267/1518, 10-23=-866/202, 21-23=-457/2755, 10-21=-116/749, 13-21=-304/1262, 13-20=-15/421, 14-20=-979/232, 14-19=-1489/314, 16-19=-435/2740 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 4-3-15, Interior(1) 4-3-15 to 13-7-11, Exterior(2) 13-7-11 to 18-11-11, Interior(1) 18-11-11 to 43-11-15, Exterior(2) 43-11-15 to 49-3-14, Interior(1) 49-3-14 to 53-0-14 zone; cantilever left and right exposed ; end vertical left exposed; porch 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) H10A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 30. This connection is for uplift only and does not consider lateral forces. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 17. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss T25 Truss Type Piggyback Base Qty 1 Ply 1 WF44 Job Reference (optional) I38442838 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:52:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-yaeuA3bUQXQQDX2swmj1w_wj7spIeTocha9PM8yg5jY Scale = 1:78.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 22 23 24 25 26 27 28 29 3x6 5x6 3x6 5x6 3x10 4x6 4x6 2x4 2x4 10x12 4x12 3x4 3x6 3x4 4x6 3x4 4x12 4x6 4x6 3x4 5-7-0 5-7-0 10-10-8 5-3-8 20-2-5 9-3-13 29-6-2 9-3-13 39-1-8 9-7-6 -1-0-0 1-0-0 5-7-0 5-7-0 10-10-8 5-3-8 11-3-12 0-5-4 17-10-10 6-6-14 24-5-7 6-6-14 31-0-5 6-6-14 34-11-2 3-10-14 39-1-8 4-2-6 40-1-8 1-0-0 0-10-1410-4-01-7-02-0-010-4-010.00 12 Plate Offsets (X,Y)-- [2:0-6-5,Edge], [4:0-1-8,0-1-8], [7:0-4-0,0-2-8], [11:0-3-0,0-2-1], [13:0-2-0,0-1-4], [15:0-2-12,0-2-0], [19:0-6-0,0-4-0], [21:0-2-4,0-1-8] 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 0.69 0.62 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.37 0.12 (loc) 18-19 18-19 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 227 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-19,15-17: 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-8-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-8 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21. WEBS 1 Row at midpt 8-19, 8-18, 10-16, 12-15 REACTIONS.(lb/size)2=1619/0-3-8, 15=1628/0-3-8 Max Horz 2=198(LC 8) Max Uplift 2=-181(LC 11), 15=-154(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2074/326, 4-6=-2230/416, 6-7=-2083/496, 7-8=-1555/359, 8-10=-1971/399, 10-11=-1422/316, 11-12=-1721/343, 12-13=-251/110, 13-15=-307/143 BOT CHORD 2-21=-286/1436, 18-19=-350/1940, 16-18=-306/1819, 15-16=-152/1188 WEBS 4-21=-476/149, 19-21=-300/1541, 4-19=-59/323, 8-19=-661/207, 10-18=-38/351, 10-16=-776/222, 11-16=-118/816, 12-15=-1626/227, 7-19=-265/1105 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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-10-15, Interior(1) 2-10-15 to 11-4-6, Exterior(2) 11-4-6 to 16-10-12, Interior(1) 16-10-12 to 31-0-5, Exterior(2) 31-0-5 to 36-6-11, Interior(1) 36-6-11 to 40-1-8 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 3) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 15. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss V1 Truss Type Valley Qty 1 Ply 1 WF44 Job Reference (optional) I38442839 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:53:11 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-buMQhAk0bDwjfNz9dHxrPWQuOi1kS_4NRR32nRyg5jM Scale = 1:37.7 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 6-4-3 6-4-3 0-0-46-4-312.00 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-P 0.16 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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=24/6-3-15, 4=125/6-3-15, 5=318/6-3-15 Max Horz 1=177(LC 11) Max Uplift 1=-45(LC 9), 4=-72(LC 11), 5=-183(LC 11) Max Grav 1=163(LC 11), 4=135(LC 18), 5=343(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-253/226 WEBS 2-5=-285/220 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-2-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=183. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss V2 Truss Type Valley Qty 1 Ply 1 WF44 Job Reference (optional) I38442840 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:53:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-0T2YKBmvu8IIWqhkIPVY182Nbv2afLPp8PHiNmyg5jJ Scale = 1:26.4 1 2 3 4 2x4 2x4 2x4 4-8-3 4-8-3 0-0-44-8-312.00 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-P 0.29 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: 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 4-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=167/4-7-15, 3=167/4-7-15 Max Horz 1=127(LC 11) Max Uplift 3=-96(LC 11) Max Grav 1=167(LC 1), 3=181(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-6-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss V3 Truss Type Valley Qty 1 Ply 1 WF44 Job Reference (optional) I38442841 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:53:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-0T2YKBmvu8IIWqhkIPVY182Qfv3tfLPp8PHiNmyg5jJ Scale = 1:18.1 1 2 3 2x4 2x4 2x4 3-0-3 3-0-3 0-0-43-0-312.00 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-P 0.10 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 3-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=101/2-11-15, 3=101/2-11-15 Max Horz 1=76(LC 11) Max Uplift 3=-58(LC 11) Max Grav 1=101(LC 1), 3=109(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss V4 Truss Type Valley Qty 1 Ply 1 WF44 Job Reference (optional) I38442842 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:53:15 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-UfcxXXnXfRR98_Gxs70naMacmJPgOofyM31GwCyg5jI Scale = 1:9.6 1 2 3 2x4 2x4 2x4 1-4-3 1-4-3 0-0-41-4-312.00 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-P 0.01 0.00 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 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 1-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=34/1-3-15, 3=34/1-3-15 Max Horz 1=26(LC 11) Max Uplift 3=-20(LC 11) Max Grav 1=34(LC 1), 3=37(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss V5 Truss Type Valley Qty 1 Ply 1 WF44 Job Reference (optional) I38442843 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:53:16 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-ysAJlto9QlZ0l8r7PqX06Z7lzjku7EE6bjmpSfyg5jH Scale: 3/8"=1' 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 5-4-4 5-4-4 0-0-45-4-412.00 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-P 0.17 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 5-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=-78/5-4-0, 4=123/5-4-0, 5=344/5-4-0 Max Horz 1=147(LC 11) Max Uplift 1=-124(LC 18), 4=-71(LC 11), 5=-197(LC 11) Max Grav 1=192(LC 11), 4=133(LC 18), 5=371(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-266/243 WEBS 2-5=-309/247 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-2-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 1=124, 5=197. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss V6 Truss Type Valley Qty 1 Ply 1 WF44 Job Reference (optional) I38442844 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:53:16 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-ysAJlto9QlZ0l8r7PqX06Z7l7jkv7Ev6bjmpSfyg5jH Scale = 1:21.5 1 2 3 2x4 2x4 2x4 3-8-4 3-8-4 0-0-43-8-412.00 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-P 0.16 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: 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 3-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=128/3-8-0, 3=128/3-8-0 Max Horz 1=97(LC 11) Max Uplift 3=-74(LC 11) Max Grav 1=128(LC 1), 3=138(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss V7 Truss Type Valley Qty 1 Ply 1 WF44 Job Reference (optional) I38442845 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:53:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-Q2khyDpnB3hsNIQJzY2Ffngxv65?sh9FqNWM_5yg5jG Scale = 1:13.1 1 2 3 2x4 2x4 2x4 2-0-4 2-0-4 0-0-42-0-412.00 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-P 0.03 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: 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 2-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=61/2-0-0, 3=61/2-0-0 Max Horz 1=46(LC 11) Max Uplift 3=-35(LC 11) Max Grav 1=61(LC 1), 3=66(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss V8 Truss Type VALLEY Qty 1 Ply 1 WF44 Job Reference (optional) I38442846 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:53:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-Q2khyDpnB3hsNIQJzY2FfngvX65DsheFqNWM_5yg5jG Scale = 1:23.1 1 2 3 4 6 52x4 3x4 2x4 2x4 4x6 0-0-8 0-0-8 5-8-4 5-7-12 3-5-8 3-5-8 5-8-4 2-2-12 0-0-41-8-123-7-16.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-6-10,0-1-5], [2:0-1-15,0-0-0], [6:0-1-9,0-0-13] 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 0.18 0.06 0.03 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: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=-69/5-7-12, 5=124/5-7-12, 6=338/5-7-12 Max Horz 1=95(LC 11) Max Uplift 1=-73(LC 18), 5=-48(LC 11), 6=-99(LC 11) Max Grav 1=69(LC 11), 5=125(LC 18), 6=338(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=-269/180 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-7-9 to 3-5-8, Interior(1) 3-5-8 to 5-6-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5 and 6. This connection is for uplift only and does not consider lateral forces. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss V9 Truss Type Valley Qty 1 Ply 1 WF44 Job Reference (optional) I38442847 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:53:18 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-uEH39ZqPyMpj?S?WXFZUB_C6mWRHb8PP21FwXXyg5jF Scale = 1:10.8 1 2 3 2x4 2x4 2x4 1-10-13 1-10-13 0-0-41-7-110.00 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-P 0.03 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 1-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=54/1-10-9, 3=54/1-10-9 Max Horz 1=34(LC 11) Max Uplift 3=-25(LC 11) Max Grav 1=54(LC 1), 3=57(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss V10 Truss Type Valley Qty 1 Ply 1 WF44 Job Reference (optional) I38442848 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:53:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-35wovWleMW2aHXYMA_S4yjy5D5OqBRpWg5obJtyg5jL Scale = 1:11.8 1 2 3 4 2x4 4x6 2x4 2x4 0-0-4 0-0-4 3-7-3 3-6-15 1-9-10 1-9-10 3-7-3 1-9-10 0-0-41-9-100-0-412.00 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-P 0.03 0.01 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 3-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=69/3-6-11, 3=69/3-6-11, 4=93/3-6-11 Max Horz 1=-28(LC 7) Max Uplift 1=-16(LC 12), 3=-16(LC 12), 4=-1(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=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss V11 Truss Type Valley Qty 1 Ply 1 WF44 Job Reference (optional) I38442849 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:53:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-YHUA6smH7qARug6YkizJVxVFOVjrwuAgvlY9rKyg5jK Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 2-7-5 2-7-5 0-0-42-7-512.00 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-P 0.07 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=84/2-7-1, 3=84/2-7-1 Max Horz 1=64(LC 11) Max Uplift 3=-49(LC 11) Max Grav 1=84(LC 1), 3=91(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. September 9,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4546A Truss V12 Truss Type Valley Qty 1 Ply 1 WF44 Job Reference (optional) I38442850 8.320 s Aug 28 2019 MiTek Industries, Inc. Sat Sep 7 06:53:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-YHUA6smH7qARug6YkizJVxVDmVikwuAgvlY9rKyg5jK Scale = 1:24.4 1 2 3 4 2x4 2x4 2x4 4-3-5 4-3-5 0-0-44-3-512.00 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-P 0.23 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=151/4-3-1, 3=151/4-3-1 Max Horz 1=114(LC 11) Max Uplift 3=-87(LC 11) Max Grav 1=151(LC 1), 3=163(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-1-9 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 2) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. September 9,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths ProductsPlotID Length Product Plies Net QtyBM3 15' 0" 2x10 SPF No.2 2 2BM1 13' 0" 2x10 SPF No.2 2 2BM2 9' 0" 2x10 SPF No.2 2 2BM4 9' 0" 2x10 SPF No.2 2 2Truss Connector Total ListManuf Product QtyHCP2 4HUS26 11LGT2 1LU24 84One H2.5A 153One HTS20 48TJC37 50Two H2.5A 9Two HTS20 2BM1BM2BM3BM4G1A1H1H2D1G2H3J1J2G3H4G4A2G5J4G5J5J6J7G6G7J8J9J 9 J 8 J10J10G8A3G9T1T2T3T4T5G10T6G11H5H6G11H5H6J6J5G12D3T7G13G14H7H8A4A5T8T9T25G16T10T11T12T13T14T15T16T17T18T19T20T21T22T23T24G17H9G18J15H10G19H10G19G19G19J16J16J16J16CJ1C J 1 A6A7A7A6J17J17J18J18AA7A6J20AJ20G20A7A6J12J6J17J17G21H11H12D4D5D6M2J29J29J31J33H13G15D7J19J19J34CJ2CJ2J22J22J22J23J24J25J22J23J24J25CJ3CJ3V1V2V3V4V5V6V7V8V9V12V11V10P1P2P4P6P7P8P9P10P11P12P14P15P16P17P18P5One HTS20T JC 37TJC37One HTS20Two H2.5ATwo H2.5AOne HTS20One HTS20One HTS20One HTS20One HTS20One HTS20TJC37One HTS20TJC37One HTS20LGT2Two H2.5ATwo H2.5AT JC 37TJC37One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20Two H2.5AOne HTS20LU24T JC 37One HTS20One HTS20TJC37One HTS20TJC37One HTS20TJC37One HTS20TJC37TJC37One HTS20T J C 3 7 One HTS20LU24T JC 37One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20HCP2HCP2One HTS20One HTS20One HTS20TJC37LU24Two H2.5ATwo H2.5AT J C 3 7 HCP2TJC37HCP2TJC37TJC37TJC37TJC37TJC37Two HTS20Two HTS20TJC37TJC37TJC37TJC37TJC37TJC37TJC37TJC37TJC37TJC37TJC37One HTS20One HTS20Two H2.5ATwo H2.5ATJC37TJC37T J C 3 7TJC37 TJC37TJC37TJC37TJC37D2(4)J3(2)J4(2)J11(16)J12(2)J12(2)J13(2)J13(4)J21(3)J30(3)J14(5)P3(9)P13(3)LU24LU24LU24LU24LU24LU24LU24LU24LU24LU24LU24LU24HUS26HUS2615' 1" 6' 5"1' 0"23' 2"45' 3"4' 4"1' 8"12' 0" 13' 0" 8' 0" 14' 0" 12' 0" 3' 2" 6' 4" 3' 2" 5' 4" 3' 0"1' 0"2' 10" 12' 5" 3' 0" 7' 5" 3' 0" 2' 11" 3' 0" 7' 5" 3' 0" 7' 3 1/2" 10' 5 5/16" 5' 7 3/16"3' 0"13' 1 5/16"13' 6" 10' 6 1/2" 3' 11 7/16" 10' 5 1/4"25' 5 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"10 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 4' 0" 4' 0" 4' 0"Floor Area: 0Roof Area: 6708.96Hip Lines: 544.47Horizontal OH: 414.64Rake OH: 36.01Valley Lines: 329.75Ridge Lines: 116.32THIS 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 Framing DiagramDesigner:Order #:Lot #:09-06-19Subdivision:Date:Client:Model:Job Name:Roof Truss FramingWF44Sales Rep: