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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. December 19,2019 Liu, Xuegang Pages or sheets covered by this seal: I39671108 thru I39671217 My license renewal date for the state of Indiana is July 31, 2020. 19-6268A WF56 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss A1 Truss Type Attic Qty 3 Ply 1 WF56 Job Reference (optional) I39671108 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-vK3KiiemSDK2cdAxRAU8HkfOD4u8o1AAf?Vkrwy7SlB Scale = 1:69.5 12 3 4 5 6 7 8 9 10 11 12 13 14 18 17 16 15 19 20 21 22 23 246x8 6x8 8x8 6x8 10x12 3x6 3x6 3x6 3x6 10x12 3x4 5x6 3x4 2x4 4x4 4x6 5x6 4x6 13-10-08-1-145-1-83-11-4 3-11-4 18-0-12 14-1-8 22-0-0 3-11-4 -1-0-0 1-0-0 2-0-8 2-0-8 3-11-4 1-10-12 5-10-6 1-11-2 7-3-2 1-4-12 8-8-0 1-4-14 13-4-0 4-8-0 14-8-14 1-4-14 16-1-10 1-4-12 18-0-12 1-11-2 19-11-8 1-10-12 22-0-0 2-0-8 23-0-0 1-0-0 2-10-011-6-02-10-011-6-012.00 12 Plate Offsets (X,Y)-- [7:0-5-4,0-3-12], [8:0-4-12,0-4-0], [16:0-6-0,Edge], [17:0-6-0,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-MS 0.59 0.70 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.22 -0.32 0.01 -0.17 (loc) 16-17 16-17 15 16-17 l/defl >999 >805 n/a 986 L/d 360 240 n/a 360 PLATES MT20 Weight: 229 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x8 SP No.2 BOT CHORD 2x8 SP No.2 *Except* 16-17: 2x12 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.): 7-8. BOT CHORD Rigid ceiling directly applied or 8-9-4 oc bracing. WEBS 1 Row at midpt 6-9 REACTIONS.(lb/size)15=1068/0-3-8, 18=1068/0-3-8 Max Horz 18=-253(LC 10) Max Grav 15=1363(LC 2), 18=1363(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1282/22, 5-6=-820/123, 6-7=-323/85, 8-9=-314/87, 9-10=-821/123, 10-12=-1278/21 BOT CHORD 17-18=-76/725, 16-17=0/795, 15-16=0/638 WEBS 5-17=-25/826, 6-19=-879/109, 19-20=-872/110, 9-20=-898/112, 10-16=-27/821, 12-16=-87/316, 12-15=-1482/0, 3-18=-1486/0, 3-17=-85/314 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-8, Interior(1) 2-0-8 to 8-8-0, Exterior(2) 8-8-0 to 12-10-15, Interior(1) 12-10-15 to 13-4-0, Exterior(2) 13-4-0 to 17-6-15, Interior(1) 17-6-15 to 23-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Ceiling dead load (5.0 psf) on member(s). 5-6, 9-10, 6-19, 19-20, 9-20; Wall dead load (5.0psf) on member(s).5-17, 10-16 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 16-17 7) All bearings are assumed to be SPF No.2 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) 15 and 18. 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) Attic room checked for L/360 deflection. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss A2 Truss Type ATTIC Qty 2 Ply 1 WF56 Job Reference (optional) I39671109 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-NWdiv2eODWSvEnl8?u?NqyBZzUDMXUOJtfFINMy7SlA Scale = 1:69.1 12 3 4 5 6 7 8 9 10 11 12 16 15 14 13 17 18 19 20 21 22 23 6x8 6x8 8x8 3x4 10x12 3x6 3x6 3x6 3x6 10x12 3x4 5x6 2x4 4x4 4x6 5x6 4x6 13-10-08-1-145-1-83-11-4 3-11-4 18-0-12 14-1-8 22-0-0 3-11-4 -1-0-0 1-0-0 2-0-8 2-0-8 3-11-4 1-10-12 5-10-6 1-11-2 7-3-2 1-4-12 8-8-0 1-4-14 13-4-0 4-8-0 14-8-14 1-4-14 16-1-10 1-4-12 18-0-12 1-11-2 19-11-8 1-10-12 22-0-0 2-0-8 2-10-011-6-02-10-011-6-012.00 12 Plate Offsets (X,Y)-- [7:0-5-4,0-3-12], [8:0-4-12,0-4-0], [14:0-6-0,Edge], [15:0-6-0,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-MS 0.59 0.70 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.22 -0.32 0.01 -0.17 (loc) 14-15 14-15 13 14-15 l/defl >999 >804 n/a 986 L/d 360 240 n/a 360 PLATES MT20 Weight: 225 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x8 SP No.2 BOT CHORD 2x8 SP No.2 *Except* 14-15: 2x12 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.): 7-8. BOT CHORD Rigid ceiling directly applied or 8-9-4 oc bracing. WEBS 1 Row at midpt 6-9 REACTIONS.(lb/size)13=998/0-3-8, 16=1070/0-3-8 Max Horz 16=-222(LC 10) Max Grav 13=1304(LC 2), 16=1365(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1281/14, 5-6=-822/118, 6-7=-322/84, 8-9=-313/88, 9-10=-822/124, 10-11=-1289/22 BOT CHORD 15-16=-57/704, 14-15=0/775, 13-14=0/627 WEBS 5-15=-24/826, 6-17=-880/107, 17-18=-873/109, 9-18=-899/107, 10-14=-18/824, 11-14=-82/308, 11-13=-1470/0, 3-16=-1485/0, 3-15=-82/316 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-8, Interior(1) 2-0-8 to 8-8-0, Exterior(2) 8-8-0 to 12-10-15, Interior(1) 12-10-15 to 13-4-0, Exterior(2) 13-4-0 to 17-6-15, Interior(1) 17-6-15 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Ceiling dead load (5.0 psf) on member(s). 5-6, 9-10, 6-17, 17-18, 9-18; Wall dead load (5.0psf) on member(s).5-15, 10-14 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 14-15 7) All bearings are assumed to be SPF No.2 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) 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. 10) Attic room checked for L/360 deflection. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss B1 Truss Type Roof Special Qty 1 Ply 1 WF56 Job Reference (optional) I39671110 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-sjB46Of0_qamrxKKYbWcM9kl?ub_GtvS6J_rvoy7Sl9 Scale = 1:57.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 1022 23 24 25 26 27 6x8 3x4 5x8 5x6 8x8 3x4 3x4 2x4 8x8 2x4 6x8 3x6 8x8 5x8 7-2-47-2-4 13-11-146-9-10 20-9-86-9-10 24-4-93-7-1 31-0-06-7-7 -1-0-0 1-0-0 7-2-4 7-2-4 13-11-14 6-9-10 20-9-8 6-9-10 24-4-9 3-7-1 25-10-12 1-6-3 31-0-0 5-1-4 0-8-06-7-147-11-10-8-03-0-06-7-1410.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [2:0-2-14,0-0-1], [2:0-0-1,0-0-0], [3:0-4-8,0-1-8], [7:0-5-8,0-3-0], [9:Edge,0-0-1], [9:0-0-1,0-2-14], [9:0-0-0,0-0-1], [10:0-3-8,Edge], [11:0-2-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.57 0.55 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.40 0.12 (loc) 11 12-13 9 l/defl >999 >932 n/a L/d 240 180 n/a PLATES MT20 Weight: 139 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except 2-0-0 oc purlins (3-2-15 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1301/0-3-8, 9=1239/0-3-8 Max Horz 2=168(LC 12) Max Uplift 2=-150(LC 12), 9=-106(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1584/191, 3-4=-1546/238, 4-6=-2564/353, 6-7=-2569/348, 7-8=-2568/325, 8-9=-1613/199 BOT CHORD 2-15=-179/1105, 13-15=-178/1111, 6-11=-342/124, 10-11=-186/1913, 9-10=-99/1158 WEBS 3-15=0/338, 3-13=-143/602, 4-13=-955/209, 11-13=-225/1657, 4-11=-129/1140, 7-11=-169/914, 7-10=-2256/351, 8-10=-299/2501 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-2-4, Exterior(2) 7-2-4 to 10-2-4, Interior(1) 10-2-4 to 25-10-12, Exterior(2) 25-10-12 to 28-10-12, Interior(1) 28-10-12 to 31-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 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 9. 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. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss B2 Truss Type Piggyback Base Qty 1 Ply 1 WF56 Job Reference (optional) I39671111 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Dec 19 10:51:25 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-lnoybuVimW5NMp9ZYLhJyPJyuBbTyIuEMaVyVOy7QVm Scale = 1:71.5 12 3 4 5 6 7 8 9 16 15 14 13 12 11 10 20 21 22 23 24 25 26 27 28 29 5x6 4x6 6x6 4x6 1.5x4 3x5 10x10 4x6 2x4 1.5x4 3x5 4x6 6x7 4x9 5x10 6-10-16-10-1 16-4-139-6-12 23-3-06-10-3 25-0-01-9-0 27-2-122-2-12 32-8-85-5-12 -1-0-0 1-0-0 6-10-1 6-10-1 13-10-1 7-0-0 16-4-13 2-6-12 23-3-0 6-10-3 25-0-0 1-9-0 31-2-8 6-2-8 32-8-8 1-6-0 0-8-06-4-68-6-03-3-1511-6-06-3-153-0-011-6-010.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-3-4], [2:0-2-4,0-1-13], [2:0-0-1,0-0-0], [3:0-3-0,0-2-1], [5:0-1-12,0-3-12], [7:0-3-0,0-2-1], [13:0-3-4,0-2-0] 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-MS 0.83 0.90 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.55 0.15 (loc) 14-16 14-16 10 l/defl >999 >705 n/a L/d 240 180 n/a PLATES MT20 Weight: 199 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 1-1/2x11-7/8 LSL 1.75E 1.75E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-2 max.): 3-4, 5-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. 1 Row at midpt 6-13 WEBS 1 Row at midpt 4-16, 5-13, 7-11 REACTIONS.(lb/size)10=1302/0-3-8, 2=1363/0-3-8 Max Horz 2=170(LC 12) Max Uplift 10=-26(LC 13), 2=-110(LC 12) Max Grav 10=1302(LC 1), 2=1365(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-1729/124, 20-21=-1617/133, 3-21=-1613/150, 3-22=-1252/166, 4-22=-1252/166, 4-5=-1794/224, 5-23=-1079/187, 23-24=-1079/187, 6-24=-1081/187, 6-7=-1073/187, 7-25=-796/129, 8-25=-919/112 BOT CHORD 2-26=-138/1235, 16-26=-138/1235, 15-16=-149/1756, 15-27=-149/1756, 27-28=-149/1756, 14-28=-149/1756, 14-29=-71/1375, 13-29=-71/1375, 6-13=-374/171, 10-11=-35/293 WEBS 3-16=0/715, 4-16=-673/102, 4-14=-1004/212, 5-14=-79/1249, 5-13=-500/55, 11-13=-50/1031, 7-13=-132/1373, 8-11=0/585, 8-10=-1315/169, 7-11=-1033/89 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-10-1, Exterior(2) 6-10-1 to 9-10-1, Interior(1) 9-10-1 to 16-4-13, Exterior(2) 16-4-13 to 19-4-13, Interior(1) 19-4-13 to 25-0-0, Exterior(2) 25-0-0 to 28-0-0, Interior(1) 28-0-0 to 32-6-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 10 and 110 lb uplift at joint 2. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss C1 Truss Type Piggyback Base Qty 1 Ply 1 WF56 Job Reference (optional) I39671112 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-o5IrX4hGVRqU5ETjg0Y4Rap9aiFtkpGlZdTy_hy7Sl7 Scale = 1:70.8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 20 21 22 23 24 25 26 27 5x8 5x6 2x4 4x4 4x8 3x4 2x4 2x4 3x4 2x4 3x4 8x8 3x10 8x8 4x4 9-2-149-2-14 16-2-147-0-0 16-4-130-1-15 23-3-06-10-3 25-0-01-9-0 28-10-153-10-15 32-8-83-9-9 -1-0-0 1-0-0 4-7-7 4-7-7 9-2-14 4-7-6 16-2-14 7-0-0 16-4-13 0-1-15 23-3-0 6-10-3 25-0-0 1-9-0 28-10-15 3-10-15 32-8-8 3-9-9 0-8-08-4-68-6-05-2-1411-6-08-2-143-0-011-6-010.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [4:0-1-12,0-2-12], [7:0-3-0,0-2-1], [13:0-2-8,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-MS 0.31 0.65 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.35 0.12 (loc) 16-19 16-19 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,5-7: 2x6 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 4-3-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. 1 Row at midpt 6-13 WEBS 1 Row at midpt 9-10, 5-13, 8-10, 7-11 REACTIONS.(lb/size)10=1302/0-3-8, 2=1363/0-3-8 Max Horz 2=201(LC 12) Max Uplift 10=-57(LC 9), 2=-50(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1699/159, 3-4=-1506/165, 4-5=-1373/186, 5-6=-1076/160, 6-7=-1068/162, 7-8=-803/119 BOT CHORD 2-16=-182/1234, 14-16=-109/1099, 13-14=-132/1373, 6-13=-298/130, 10-11=-47/541 WEBS 4-16=-4/373, 4-14=-129/484, 5-13=-517/87, 11-13=-71/955, 7-13=-155/1216, 8-10=-1288/112, 8-11=-1/508, 7-11=-887/96 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-2-14, Exterior(2) 9-2-14 to 12-2-14, Interior(1) 12-2-14 to 25-0-0, Exterior(2) 25-0-0 to 28-0-0, Interior(1) 28-0-0 to 32-6-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 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) 10 and 2. 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. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss D1 Truss Type Piggyback Base Qty 1 Ply 1 WF56 Job Reference (optional) I39671113 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:31 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-GIsDlPhvGlyLiO2vEk4J_oMGM5b_TBjvoHDVW7y7Sl6 Scale = 1:69.5 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 25 26 27 28 29 30 4x6 4x4 6x8 4x4 4x4 5x10 4x8 3x4 2x4 2x4 10x12 7x12 MT20HS 3x10 2x4 4x8 8x8 5x8 6x18 2x4 3x10 9-4-139-4-13 16-3-146-11-2 23-3-06-11-2 25-0-01-9-0 26-6-21-6-2 29-6-113-0-9 32-5-02-10-5 -1-0-0 1-0-0 4-8-7 4-8-7 9-4-13 4-8-6 14-0-3 4-7-6 16-3-14 2-3-11 18-7-10 2-3-11 23-3-0 4-7-6 25-0-0 1-9-0 26-6-2 1-6-2 29-6-11 3-0-9 32-5-0 2-10-5 0-8-08-6-07-2-1411-6-01-1-126-1-23-0-011-6-010.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [5:0-2-0,Edge], [8:0-6-0,0-1-12], [10:0-6-12,0-3-0], [11:Edge,0-3-8], [12:0-2-4,0-1-8], [13:0-1-12,0-5-0], [14:0-5-0,0-4-4], [18:0-2-4,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-MS 0.56 0.66 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.52 0.19 (loc) 18-19 18-19 12 l/defl >999 >750 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 211 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-9 max.): 4-8, 9-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. 1 Row at midpt 7-18 WEBS 1 Row at midpt 9-16, 14-15, 8-16, 6-21, 6-18 REACTIONS.(lb/size)12=1290/Mechanical, 2=1352/0-3-8 Max Horz 2=238(LC 12) Max Uplift 12=-120(LC 9), 2=-44(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1680/144, 3-4=-1482/150, 4-6=-1075/159, 6-7=-1036/136, 7-8=-1025/136, 8-9=-851/105, 9-10=-558/49, 10-11=-254/26 BOT CHORD 2-21=-219/1219, 19-21=-145/1351, 18-19=-145/1351, 7-18=-335/128, 15-16=-61/607, 13-15=-186/2010, 13-14=-358/3487, 12-13=-359/3495 WEBS 4-21=0/614, 16-18=-92/1033, 8-18=-187/1511, 14-16=-1/355, 9-14=-718/108, 14-15=-2067/208, 10-12=-3383/347, 10-13=-144/1827, 10-14=-3075/324, 8-16=-972/104, 6-21=-499/119, 6-19=0/388, 6-18=-526/66 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-4-13, Exterior(2) 9-4-13 to 12-4-13, Interior(1) 12-4-13 to 25-0-0, Exterior(2) 25-0-0 to 26-6-2, Interior(1) 26-6-2 to 32-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint 12. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss D2 Truss Type Piggyback Base Qty 2 Ply 1 WF56 Job Reference (optional) I39671114 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-kUQbyliX134CKYd5nRbYX?uRJVxDCdz21xy32ay7Sl5 Scale = 1:69.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 22 23 24 25 26 4x6 5x6 2x4 4x8 3x4 5x6 2x4 2x4 2x4 6x10 3x10 2x4 2x4 8x8 3x10 5x8 6x8 9-4-139-4-13 16-3-146-11-2 23-3-06-11-2 26-4-143-1-14 29-6-113-1-14 32-5-02-10-5 -1-0-0 1-0-0 4-8-7 4-8-7 9-4-13 4-8-6 16-3-14 6-11-2 23-3-0 6-11-2 26-4-14 3-1-14 29-6-11 3-1-14 32-5-0 2-10-5 0-8-08-6-011-6-02-4-146-1-29-1-23-0-011-6-010.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-1], [2:0-0-1,0-2-14], [2:Edge,0-0-1], [6:0-2-12,0-3-4], [11:0-3-12,Edge], [13:0-1-12,0-1-12], [15:0-2-4,0-3-4] 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-MS 0.55 0.66 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.40 0.14 (loc) 18-21 18-21 10 l/defl >999 >970 n/a L/d 240 180 n/a PLATES MT20 Weight: 200 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 4-3-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-8 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 1 Row at midpt 6-15 WEBS 1 Row at midpt 5-18, 5-15 2 Rows at 1/3 pts 7-13 REACTIONS.(lb/size)10=1290/Mechanical, 2=1352/0-3-8 Max Horz 2=260(LC 12) Max Uplift 10=-159(LC 9), 2=-41(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1680/135, 3-4=-1482/141, 4-5=-1075/152, 5-6=-1036/129, 6-7=-1026/128, 7-8=-1577/200, 8-9=-1580/198, 9-10=-1240/172 BOT CHORD 2-18=-248/1219, 16-18=-163/1351, 15-16=-163/1351, 6-15=-337/122 WEBS 4-18=0/614, 5-18=-453/127, 5-16=0/389, 5-15=-493/70, 13-15=-82/771, 7-15=-177/1379, 7-13=-2125/303, 11-13=-211/1745, 7-11=-163/1249, 9-11=-242/1930 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-4-13, Exterior(2) 9-4-13 to 13-7-11, Interior(1) 13-7-11 to 32-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be SPF No.2 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 159 lb uplift at joint 10. 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. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss E1 Truss Type Piggyback Base Qty 1 Ply 1 WF56 Job Reference (optional) I39671115 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Dec 19 10:51:57 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-pxk2IqunEM7rBkbiQ3GpF9eUi5ZYRn5xjYFfdXy7QVG Scale = 1:72.9 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 3x4 6x6 3x4 6x6 2x4 4x9 4x6 3x4 1.5x4 3x4 3x4 1.5x4 5x9 3x6 3x5 8-1-58-1-5 16-2-98-1-4 24-3-138-1-4 32-8-88-4-11 -1-0-0 1-0-0 6-6-1 6-6-1 13-0-0 6-5-15 18-7-15 5-7-15 24-3-13 5-7-14 29-2-10 4-10-13 32-8-8 3-5-14 0-8-011-6-08-7-111-6-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [5:0-4-4,0-2-0], [9:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.59 0.73 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.43 0.06 (loc) 11-12 11-12 11 l/defl >999 >919 n/a L/d 240 180 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-9 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 6-12, 8-12, 10-11, 9-11 REACTIONS.(lb/size)2=1363/0-3-8, 11=1302/0-3-8 Max Horz 2=302(LC 12) Max Uplift 2=-58(LC 12), 11=-58(LC 9) Max Grav 2=1429(LC 2), 11=1437(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-1812/101, 3-20=-1636/124, 3-4=-1727/208, 4-5=-1617/240, 5-21=-1060/179, 6-21=-1060/179, 6-7=-821/150, 7-8=-821/150, 8-9=-821/150 BOT CHORD 2-22=-243/1351, 22-23=-243/1351, 16-23=-243/1351, 16-24=-117/1000, 15-24=-117/1000, 15-25=-117/1000, 14-25=-117/1000, 14-26=-114/1032, 13-26=-114/1032, 13-27=-114/1032, 12-27=-114/1032, 12-28=-38/373, 28-29=-38/373, 11-29=-38/373 WEBS 3-16=-371/260, 5-16=-174/699, 5-14=-79/303, 6-12=-476/85, 8-12=-334/124, 9-12=-101/1127, 9-11=-1260/136 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-3-4, Interior(1) 2-3-4 to 13-0-0, Exterior(2) 13-0-0 to 17-7-8, Interior(1) 17-7-8 to 29-2-10, Exterior(2) 29-2-10 to 32-6-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 2 and 58 lb uplift at joint 11. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss F1 Truss Type Common Supported Gable Qty 1 Ply 1 WF56 Job Reference (optional) I39671116 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-gtYLNRknZgKwZsnUvsd0cQ_u4Jltgk8LUFR97Sy7Sl3 Scale = 1:59.5 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 8x8 4x4 8x8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-2-017-2-0 -1-0-0 1-0-0 8-7-0 8-7-0 17-2-0 8-7-0 18-2-0 1-0-0 0-10-09-5-00-10-012.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [2:Edge,0-2-4], [12:0-1-12,0-1-12], [12:Edge,0-2-4], [14:0-0-14,0-0-0], [23:0-0-14,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 0.07 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19 REACTIONS.All bearings 17-2-0. (lb) - Max Horz 23=-185(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 23, 14, 20, 21, 18, 16 except 22=-149(LC 12), 15=-143(LC 13) Max Grav All reactions 250 lb or less at joint(s) 23, 14, 20, 21, 22, 18, 16, 15 except 19=261(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-19=-263/196 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 8-7-0, Corner(3) 8-7-0 to 11-7-0, Exterior(2) 11-7-0 to 18-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 14, 20, 21, 18, 16 except (jt=lb) 22=149, 15=143. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss F2 Truss Type Common Qty 1 Ply 1 WF56 Job Reference (optional) I39671117 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:35 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-836kanlPK_SnB0MgTZ8F8eW26j?ZPAqUjvBjfvy7Sl2 Scale = 1:61.1 1 2 3 4 5 6 78 9 18 19 20 21 3x10 4x4 5x8 4x4 2x4 2x4 3x10 4x4 8-7-08-7-0 17-2-08-7-0 4-5-4 4-5-4 8-7-0 4-1-12 12-8-12 4-1-12 17-2-0 4-5-4 18-2-0 1-0-0 0-10-09-5-00-10-012.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [7:0-5-1,Edge], [9:0-4-0,0-3-0] 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-MS 0.19 0.49 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.02 (loc) 9-12 9-12 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 2-6-0, Right 2x6 SPF No.2 -H 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=685/0-3-8, 7=748/0-3-8 Max Horz 1=-179(LC 8) Max Uplift 1=-31(LC 13), 7=-43(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-660/100, 3-4=-582/133, 4-5=-581/129, 5-7=-669/96 BOT CHORD 1-9=-68/520, 7-9=-2/463 WEBS 4-9=-93/521 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-7-0, Exterior(2) 8-7-0 to 11-7-0, Interior(1) 11-7-0 to 18-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 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 7. This connection is for uplift only and does not consider lateral forces. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G1 Truss Type ATTIC Qty 1 Ply 3 WF56 Job Reference (optional) I39671118 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-5RDU?TmfsbjUQJW3a_BjE3cBNWa0t0_nADgqkny7Sl0 Scale = 1:73.2 12 3 4 5 6 7 8 9 10 11 12 13 14 20 19 18 17 16 15 21 22 23 24 25 26 27 28 6x8 6x8 8x8 6x8 3x6 10x12 MT20HS 6x8 3x6 3x6 6x8 10x12 MT20HS 6x8 3x6 6x8 2x4 4x4 4x6 4x6 4x6 4x6 Special HGUS28-2 HGUS28-2 Special 13-10-08-1-145-1-82-0-8 2-0-8 3-11-4 1-10-12 18-0-12 14-1-8 19-11-8 1-10-12 22-0-0 2-0-8 -1-0-0 1-0-0 2-0-8 2-0-8 3-11-4 1-10-12 5-10-6 1-11-2 7-3-2 1-4-12 8-8-0 1-4-14 13-4-0 4-8-0 14-8-14 1-4-14 16-1-10 1-4-12 18-0-12 1-11-2 19-11-8 1-10-12 22-0-0 2-0-8 23-0-0 1-0-0 2-10-011-6-02-10-011-6-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-3-0], [5:0-7-6,Edge], [7:0-5-4,0-3-12], [8:0-4-12,0-4-0], [10:0-7-6,Edge], [13:0-3-8,0-3-0], [17:0-6-0,Edge], [18:0-6-0,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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.97 0.94 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.27 -0.49 0.01 -0.19 (loc) 17-18 17-18 15 17-18 l/defl >959 >527 n/a 854 L/d 360 240 n/a 360 PLATES MT20 MT20HS Weight: 702 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x8 SP No.2 BOT CHORD 2x8 SP 2250F 1.8E *Except* 17-18: 2x12 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 (10-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)20=3942/0-3-8, 15=3942/0-3-8 Max Horz 20=-253(LC 6) Max Uplift 20=-1024(LC 8), 15=-1024(LC 9) Max Grav 20=4367(LC 34), 15=4357(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2597/637, 3-5=-5645/1482, 5-6=-2307/597, 6-7=-277/813, 7-8=-495/1631, 8-9=-299/898, 9-10=-2337/598, 10-12=-5706/1477, 12-13=-2571/637, 2-20=-3969/941, 13-15=-3943/942 BOT CHORD 19-20=-247/271, 18-19=-588/1999, 17-18=-730/2962, 16-17=-423/1862 WEBS 5-18=-1399/4804, 6-21=-4383/1314, 21-22=-4362/1310, 9-22=-4538/1342, 10-17=-1391/4842, 8-22=-69/266, 2-19=-612/2722, 3-19=-5427/1451, 3-18=-622/2079, 13-16=-612/2752, 12-16=-5489/1447, 12-17=-624/2100 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, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x12 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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=6.0psf; h=25ft; 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 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Ceiling dead load (5.0 psf) on member(s). 5-6, 9-10, 6-21, 21-22, 9-22; Wall dead load (5.0psf) on member(s).5-18, 10-17 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 17-18 10) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 20 and 15. This connection is for uplift only and does not consider lateral forces. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Use Simpson Strong-Tie HGUS28-2 (36-10d Girder, 6-10d Truss) or equivalent spaced at 7-8-0 oc max. starting at 7-2-0 from the left end to 14-10-0 to connect truss(es) to front face of bottom chord. Continued on page 2 December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G1 Truss Type ATTIC Qty 1 Ply 3 WF56 Job Reference (optional) I39671118 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:37 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-5RDU?TmfsbjUQJW3a_BjE3cBNWa0t0_nADgqkny7Sl0 NOTES- 14) Fill all nail holes where hanger is in contact with lumber. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1285 lb down and 868 lb up at 6-7-4, and 1285 lb down and 868 lb up at 15-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 16) Attic room checked for L/360 deflection. 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, 5-6=-70, 6-7=-60, 7-8=-60, 8-9=-60, 9-10=-70, 10-13=-60, 13-14=-60, 20-25=-20, 25-26=-207, 15-26=-20, 6-9=-10 Drag: 5-18=-10, 10-17=-10 Concentrated Loads (lb) Vert: 23=-1285(F) 24=-1082(F) 27=-1082(F) 28=-1285(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G2 Truss Type ATTIC Qty 1 Ply 3 WF56 Job Reference (optional) I39671119 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-KAGuuYtJkMrD0iincNrq5yUj98erU4b6F6LoXmy7Skt Scale = 1:70.9 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 6x8 6x8 8x8 5x6 3x6 10x12 MT20HS 6x8 3x6 3x6 6x8 10x12 MT20HS 6x8 3x6 2x4 4x4 4x6 4x6 4x6 4x6 13-10-08-1-145-1-82-0-8 2-0-8 3-11-4 1-10-12 18-0-12 14-1-8 19-11-8 1-10-12 22-0-0 2-0-8 -1-0-0 1-0-0 2-0-8 2-0-8 3-11-4 1-10-12 5-10-6 1-11-2 7-3-2 1-4-12 8-8-0 1-4-14 13-4-0 4-8-0 14-8-14 1-4-14 16-1-10 1-4-12 18-0-12 1-11-2 19-11-8 1-10-12 22-0-0 2-0-8 2-10-011-6-02-10-011-6-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-3-0], [5:0-7-6,Edge], [7:0-5-4,0-3-12], [8:0-4-12,0-4-0], [10:0-7-6,Edge], [15:0-6-0,Edge], [16:0-6-0,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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.97 0.95 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.26 -0.43 0.01 -0.19 (loc) 15-16 15-16 13 15-16 l/defl >999 >607 n/a 894 L/d 360 240 n/a 360 PLATES MT20 MT20HS Weight: 689 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x8 SP No.2 *Except* 4-7: 2x8 SP 2250F 1.8E BOT CHORD 2x8 SP 2250F 1.8E *Except* 15-16: 2x12 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 (10-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)18=2775/0-3-8, 13=2560/0-3-8 Max Horz 18=-222(LC 6) Max Uplift 18=-147(LC 8), 13=-113(LC 9) Max Grav 18=4444(LC 16), 13=4123(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2668/112, 3-5=-5588/285, 5-6=-2211/176, 6-7=-42/745, 7-8=-87/1620, 8-9=-45/862, 9-10=-2319/177, 10-11=-5456/264, 11-12=-2462/87, 2-18=-4065/145, 12-13=-3729/113 BOT CHORD 16-17=-187/2005, 15-16=-117/2868, 14-15=-38/1767 WEBS 5-16=-259/4863, 6-19=-4142/330, 19-20=-4122/330, 9-20=-4461/332, 10-15=-228/4503, 8-20=-29/331, 7-20=-339/115, 2-17=-42/2757, 3-17=-5116/312, 3-16=-233/1845, 12-14=-56/2622, 11-14=-5290/327, 11-15=-248/2129 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, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x12 - 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=6.0psf; h=25ft; 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Ceiling dead load (5.0 psf) on member(s). 5-6, 9-10, 6-19, 19-20, 9-20; Wall dead load (5.0psf) on member(s).5-16, 10-15 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 15-16 10) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 18 and 13. This connection is for uplift only and does not consider lateral forces. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G2 Truss Type ATTIC Qty 1 Ply 3 WF56 Job Reference (optional) I39671119 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:46 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-KAGuuYtJkMrD0iincNrq5yUj98erU4b6F6LoXmy7Skt NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2005 lb down and 135 lb up at 6-8-0, and 2005 lb down and 135 lb up at 15-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) Attic room checked for L/360 deflection. 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, 5-6=-70, 6-7=-60, 7-8=-60, 8-9=-60, 9-10=-70, 10-12=-60, 18-21=-20, 21-22=-220, 13-22=-20, 6-9=-10 Drag: 5-16=-10, 10-15=-10 Concentrated Loads (lb) Vert: 21=-1100 23=-1100 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G3 Truss Type Roof Special Girder Qty 1 Ply 2 WF56 Job Reference (optional) I39671120 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-kly0WZvB1HDnt9QMHVOXja6ItMi8hJ1Yx4aS85y7Skq Scale = 1:62.0 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 30 31 32 33 34 35 36 37 4x8 3x4 4x6 4x6 4x6 3x4 10x12 4x8 2x4 3x10 2x4 2x4 3x10 6x8 6x8 6x8 6x8 5x8 5x6 3x6 5x8 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 4-10-124-10-12 10-2-55-3-10 15-5-155-3-10 18-1-112-7-12 20-9-82-7-12 22-1-01-3-8 25-10-123-9-12 27-10-111-11-15 31-0-03-1-5 -1-0-0 1-0-0 4-10-12 4-10-12 10-2-5 5-3-10 15-5-15 5-3-10 18-1-11 2-7-12 20-9-8 2-7-12 22-1-0 1-3-8 23-11-14 1-10-14 25-10-12 1-10-14 31-0-0 5-1-4 32-0-0 1-0-0 0-8-04-8-157-11-10-8-03-0-04-8-1510.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-12], [3:0-6-4,0-2-0], [7:0-3-8,0-3-0], [9:0-4-4,Edge], [10:0-3-5,0-1-8], [16:0-3-0,0-2-0], [17:0-3-4,0-6-8], [19:0-1-12,0-2-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.75 0.79 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.39 -0.84 0.15 (loc) 18 18 12 l/defl >951 >443 n/a L/d 240 180 n/a PLATES MT20 Weight: 367 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 12-17: 2x8 SP 2250F 1.8E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins, except 2-0-0 oc purlins (3-1-15 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=2189/0-3-8, 12=1930/0-3-8 Max Horz 2=157(LC 8) Max Uplift 2=-770(LC 8), 12=-504(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2800/1037, 3-4=-3416/1342, 4-6=-3416/1342, 6-7=-3652/1314, 7-8=-9923/3392, 8-9=-10153/3454, 9-10=-9894/3213, 10-11=-2706/837, 11-12=-2537/745 BOT CHORD 2-23=-847/2062, 21-23=-852/2074, 20-21=-1444/3826, 19-20=-1444/3826, 18-19=-213/610, 17-18=-131/293, 16-17=-2804/8595, 15-16=-1200/3834, 14-15=-574/2035, 12-14=-510/1870 WEBS 3-23=-150/381, 3-21=-694/1739, 4-21=-342/135, 6-21=-531/133, 6-20=-175/372, 6-19=-353/229, 7-19=-3603/1198, 17-19=-1798/4918, 7-17=-2358/7116, 9-17=-868/2047, 9-16=-7515/2584, 10-16=-2583/7698, 10-15=-2975/1035, 11-15=-1102/3437, 11-14=-406/149 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 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 16-9 2x4 - 1 row at 0-4-0 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 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) 2. This connection is for uplift only and does not consider lateral forces. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12. This connection is for uplift only and does not consider lateral forces.Continued on page 2 December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G3 Truss Type Roof Special Girder Qty 1 Ply 2 WF56 Job Reference (optional) I39671120 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:49 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-kly0WZvB1HDnt9QMHVOXja6ItMi8hJ1Yx4aS85y7Skq NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use Simpson Strong-Tie LU24 (4-16d 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 22-0-12 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: 1-3=-60, 3-9=-60, 9-11=-60, 11-13=-60, 18-24=-20, 17-27=-20 Concentrated Loads (lb) Vert: 21=-118(B) 19=-118(B) 16=-286(B) 30=-165(B) 31=-126(B) 32=-118(B) 33=-118(B) 34=-118(B) 35=-118(B) 36=-118(B) 37=-118(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G4 Truss Type Roof Special Girder Qty 1 Ply 1 WF56 Job Reference (optional) I39671121 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-h84nxFxRZuTV6TalPwR0o?BdC9Q18GvrPO3ZCzy7Sko Scale = 1:67.4 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 24 25 26 5x8 8x8 4x6 5x8 5x6 3x4 2x4 3x4 2x4 8x8 6x8 2x4 2x4 5x6 8x8 2x4 3x10 8x10 5x8 LU24 LU24 LU24 HUS26 4-6-84-6-8 6-11-72-4-14 11-6-84-7-2 15-4-103-10-2 19-3-133-11-3 23-3-03-11-3 26-0-22-9-2 32-8-86-8-6 -1-0-0 1-0-0 4-6-8 4-6-8 6-11-7 2-4-14 11-6-8 4-7-2 15-4-10 3-10-2 19-3-13 3-11-3 23-3-0 3-11-3 26-0-2 2-9-2 32-8-8 6-8-6 0-8-04-5-77-7-1410-7-145-0-153-0-010-7-1410.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-8], [3:0-6-4,0-2-0], [5:0-5-4,0-2-8], [6:0-6-4,0-2-0], [9:0-4-12,0-1-12], [10:0-3-0,0-1-8], [14:0-5-8,0-6-4], [19:0-4-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.82 0.70 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.37 0.21 (loc) 16-17 16-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 217 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 8-13: 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-15 max.): 3-5, 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 5-16, 6-15, 9-12 REACTIONS.(lb/size)2=2266/0-3-8 (req. 0-3-9), 11=1500/0-3-8 Max Horz 2=143(LC 5) Max Uplift 2=-426(LC 8), 11=-73(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2909/537, 3-4=-3004/520, 4-5=-3004/520, 5-6=-2617/314, 6-7=-1785/214, 7-8=-1785/214, 8-9=-1507/161, 9-10=-1194/108, 10-11=-1446/104 BOT CHORD 2-20=-453/2145, 19-20=-448/2139, 17-19=-454/3399, 16-17=-456/3397, 15-16=-200/1922, 14-15=-128/1525, 8-14=-693/173 WEBS 3-19=-202/1702, 5-19=-690/175, 5-16=-2146/401, 6-16=-249/1657, 6-15=-321/132, 7-15=-271/103, 8-15=-105/584, 12-14=-62/1320, 9-14=-234/1987, 9-12=-1493/162, 10-12=-60/972 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) WARNING: Required bearing size at joint(s) 2 greater than input bearing size. 7) All bearings are assumed to be SPF No.2 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 and 11. 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 2-0-12 from the left end to 6-0-12 to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent at 6-11-4 from the left end to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 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) StandardContinued on page 2 December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G4 Truss Type Roof Special Girder Qty 1 Ply 1 WF56 Job Reference (optional) I39671121 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:51 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-h84nxFxRZuTV6TalPwR0o?BdC9Q18GvrPO3ZCzy7Sko 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, 5-6=-60, 6-9=-60, 9-10=-60, 14-21=-20, 11-13=-20 Concentrated Loads (lb) Vert: 19=-726(F) 24=-156(F) 25=-114(F) 26=-105(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G5 Truss Type Roof Special Girder Qty 1 Ply 1 WF56 Job Reference (optional) I39671122 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-9Kd99by4KCcMkd9xyeyFLDjxdZs8tqp?d2o6lPy7Skn Scale = 1:61.5 1 2 3 4 5 6 7 8 910 14 13 12 1122 4x4 4x4 4x4 3x10 8x8 3x4 3x6 3x10 3x6 2x4 3x10 4x4 TJC37 3-0-143-0-14 6-7-153-7-1 10-3-03-7-1 14-4-124-1-12 18-10-04-5-4 -1-0-0 1-0-0 1-4-14 1-4-14 3-0-14 1-8-0 6-7-15 3-7-1 10-3-0 3-7-1 14-4-12 4-1-12 18-10-0 4-5-4 19-10-0 1-0-0 0-10-02-2-149-5-00-10-02-2-1412.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-7], [2:0-0-7,0-2-13], [2:0-0-4,0-0-4], [3:0-2-4,0-1-12], [9:0-5-1,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-MS 0.20 0.26 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.02 (loc) 13 13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 109 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-13: 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 -H 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins, except 2-0-0 oc purlins (5-11-4 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=851/0-3-8, 9=817/0-3-8 Max Horz 2=-185(LC 25) Max Uplift 2=-90(LC 8), 9=-49(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-841/68, 3-4=-989/88, 4-5=-907/104, 5-6=-636/150, 6-7=-653/143, 7-9=-726/83 BOT CHORD 2-14=-117/584, 13-14=-149/1031, 12-13=-45/609, 11-12=0/534, 9-11=0/534 WEBS 3-14=-48/710, 4-14=-533/81, 4-13=-491/116, 5-13=-8/307, 5-12=-393/162, 6-12=-133/586, 7-12=-252/154 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 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 9. 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) 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, 6-10=-60, 15-18=-20 Continued on page 2 December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G5 Truss Type Roof Special Girder Qty 1 Ply 1 WF56 Job Reference (optional) I39671122 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:52 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-9Kd99by4KCcMkd9xyeyFLDjxdZs8tqp?d2o6lPy7Skn LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 22=-40(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G6 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 4 WF56 Job Reference (optional) I39671123 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-5jlvaHzKsps4zwJK43_jQepFANPRLaSH5MHDpIy7Skl Scale = 1:77.8 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 30 31 32 33 34 35 36 8x8 8x8 8x10 6x10 4x8 6x8 3x6 3x4 6x8 3x6 3x6 8x10 2x4 10x12 2x4 8x8 8x8 3x6 3x6 4x6 12x20 4x8 Special HGUS28-2 HUS26 Special HUS28 Special HUS26 HUS26 HUS26 HUS26 HUS26 HUS28 3-1-53-1-5 6-0-72-11-2 10-0-33-11-12 12-4-02-3-13 14-4-82-0-8 18-2-43-9-12 22-0-03-9-12 25-8-143-8-14 29-8-03-11-2 -1-0-0 1-0-0 3-1-5 3-1-5 6-0-7 2-11-2 8-4-3 2-3-12 10-0-3 1-8-0 12-4-0 2-3-13 14-4-8 2-0-8 18-2-4 3-9-12 22-0-0 3-9-12 25-8-14 3-8-14 29-8-0 3-11-2 0-10-09-2-311-6-00-10-03-0-011-6-012.00 12 Plate Offsets (X,Y)-- [2:0-8-0,Edge], [5:0-4-12,0-4-0], [7:0-8-4,0-3-12], [10:0-7-8,0-3-0], [12:0-8-0,0-1-8], [14:0-3-8,0-5-8], [16:0-4-0,0-5-8], [17:0-5-8,0-5-4], [22:0-2-4,0-6-0] 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-MS 0.33 0.78 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.32 0.22 (loc) 17 17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 1195 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 5-6: 2x8 SP No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF No.2 *Except* 17-19: 2x4 SPF-S 1650F 1.6E 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, 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)12=11705/0-3-8 (req. 0-4-13), 2=10297/0-3-8 (req. 0-4-1) Max Horz 2=218(LC 8) Max Uplift 12=-670(LC 9), 2=-1477(LC 8) Max Grav 12=12201(LC 2), 2=10297(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-13110/1896, 3-4=-13698/2000, 4-5=-13292/2041, 5-6=-9409/1170, 6-7=-11729/1268, 7-8=-11542/1141, 8-9=-11319/924, 9-10=-11319/924, 10-11=-13058/926, 11-12=-14790/877 BOT CHORD 2-23=-1459/9079, 22-23=-1459/9079, 20-22=-1133/8658, 19-20=-1137/9565, 16-17=-1112/11594, 14-16=-614/9234, 13-14=-572/10311, 12-13=-572/10311 WEBS 8-17=-516/1477, 3-23=-1102/134, 3-22=-195/900, 4-22=-176/510, 7-17=-939/13023, 8-16=-904/511, 9-16=-417/109, 10-16=-632/4866, 10-14=-154/4637, 11-14=-1701/135, 11-13=0/2355, 5-22=-1299/3772, 5-20=-122/4754, 6-20=-4587/25, 6-19=-4551/1085, 7-19=-5224/171, 17-19=-1616/15399 NOTES- 1) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc, 2x8 - 3 rows staggered at 0-5-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach TC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) WARNING: Required bearing size at joint(s) 12, 2 greater than input bearing size. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. Continued on page 2 December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G6 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 4 WF56 Job Reference (optional) I39671123 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:54 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-5jlvaHzKsps4zwJK43_jQepFANPRLaSH5MHDpIy7Skl NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1477. 11) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12. This connection is for uplift only and does not consider lateral forces. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Use Simpson Strong-Tie HGUS28-2 (36-16d Girder, 6-16d Truss) or equivalent at 6-1-8 from the left end to connect truss(es) to front face of bottom chord. 14) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent at 8-0-12 from the left end to connect truss(es) to front face of bottom chord. 15) Use Simpson Strong-Tie HUS28 (22-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 13-8-4 oc max. starting at 14-4-8 from the left end to 28-0-12 to connect truss(es) to front face of bottom chord. 16) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 18-0-12 from the left end to 26-0-12 to connect truss(es) to front face of bottom chord. 17) Fill all nail holes where hanger is in contact with lumber. 18) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1486 lb down and 170 lb up at 10-0-3 on top chord, and 1540 lb down and 142 lb up at 12-0-12, and 1628 lb down and 40 lb up at 16-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 6-7=-60, 7-10=-60, 10-12=-60, 18-27=-20, 17-24=-20 Concentrated Loads (lb) Vert: 6=-1430(F) 18=-1470(F) 22=-3460(F) 16=-1470(F) 14=-1470(F) 30=-1470(F) 31=-1470(F) 32=-1470(F) 33=-1470(F) 34=-1470(F) 35=-1461(F) 36=-1461(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G7 Truss Type Roof Special Girder Qty 1 Ply 2 WF56 Job Reference (optional) I39671124 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-oeMhgi5bVu6fAT4Ff9A3qlDrzPp?h6JmOwilAjy7Skb Scale = 1:79.3 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14242526272829303132333435 5x8 4x6 8x8 8x10 8x8 3x6 5x8 3x10 3x10 3x10 2x4 10x12 2x4 3x4 4x6 8x10 5x8 10x12 10x12 6x8 8x8 4x6 Special LU24 LU24 LU24 LU24 LU24 LU24 LU26 Special LU24 LU24 LU24 LU24 LU24 LU24 3-8-53-8-5 10-0-36-3-13 16-4-06-3-13 21-2-84-10-8 26-1-04-10-8 31-7-45-6-4 37-5-05-9-12 -1-0-0 1-0-0 3-8-5 3-8-5 10-0-3 6-3-13 16-4-0 6-3-13 19-2-15 2-10-15 21-2-8 1-11-9 23-2-1 1-11-9 26-1-0 2-10-15 31-7-4 5-6-4 37-5-0 5-9-12 3-8-06-8-158-8-86-8-153-0-010.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-6-4,0-2-0], [4:0-2-2,Edge], [5:0-3-8,0-2-8], [8:Edge,0-3-0], [12:0-3-8,0-3-0], [17:0-5-0,0-5-0], [18:0-6-0,0-2-12], [19:0-5-0,0-5-4], [21:0-5-0,0-4-8] 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-MS 0.82 0.89 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.49 -1.10 0.54 (loc) 18-19 18-19 14 l/defl >910 >404 n/a L/d 240 180 n/a PLATES MT20 Weight: 494 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 6-20,10-16: 2x4 SPF No.2, 17-19: 2x8 SP No.2 WEBS 2x4 SPF No.2 *Except* 8-18: 2x4 SPF-S 1650F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-2 max.): 3-7, 9-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=3480/Mechanical, 23=3409/0-3-8 Max Horz 23=154(LC 5) Max Uplift 14=-1199(LC 9), 23=-1197(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2493/925, 3-5=-4095/1477, 5-6=-9641/3108, 6-7=-9657/3110, 7-8=-8096/2453, 8-9=-8096/2469, 9-10=-8273/2498, 10-12=-8250/2493, 12-13=-2742/913, 13-14=-3209/1072, 2-23=-3418/1233 BOT CHORD 21-22=-763/1831, 19-20=-285/918, 6-19=-305/110, 18-19=-2930/9382, 17-18=-2670/8842, 16-17=-198/370, 10-17=-282/102 WEBS 3-22=-996/264, 3-21=-1057/3218, 5-21=-3388/1024, 19-21=-1600/4375, 5-19=-1846/6279, 7-19=-307/578, 7-18=-6889/2255, 8-18=-3340/10943, 9-18=-5833/1795, 9-17=-866/270, 15-17=-993/2996, 12-17=-1883/6461, 12-15=-3759/1107, 13-15=-1361/4095, 2-22=-883/2494 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-6-0 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=6.0psf; h=25ft; 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1199.Continued on page 2 December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G7 Truss Type Roof Special Girder Qty 1 Ply 2 WF56 Job Reference (optional) I39671124 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:05 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-Gqw4t26DGCEWndfRDthIMym0jo8EQZZvdaSIi9y7Ska NOTES- 11) Two RT16-2 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 23. This connection is for uplift only and does not consider lateral forces. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 11-6-8 oc max. starting at 6-0-12 from the left end to 36-1-12 to connect truss(es) to back face of bottom chord. 14) Use Simpson Strong-Tie LU26 (6-10d Girder, 4-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 16-2-4 from the left end to connect truss(es) to back face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 16) Double installations of RT16-2 require installation on both interior and exterior sides. 17) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 387 lb down and 269 lb up at 4-0-12, and 523 lb down and 88 lb up at 26-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 7-8=-60, 8-9=-60, 9-13=-60, 20-23=-20, 17-19=-20, 14-16=-20 Concentrated Loads (lb) Vert: 20=-523(B) 17=-523(B) 22=-387(B) 21=-201(B) 24=-201(B) 25=-201(B) 26=-201(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) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G8 Truss Type Roof Special Girder Qty 1 Ply 2 WF56 Job Reference (optional) I39671125 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-hPbCW386Z6d5f4N0u?E?_bOdU0HRd3QLJXgzJUy7SkX Scale = 1:36.4 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12262728293031 6x8 6x8 6x8 6x10 6x8 5x8 6x8 6x10 6x8 3x6 8x8 4x6 8x10 8x8 4x6 8x8 6x8 3x6 6x8 HUS28 HUS28 HUS26 Special Special HUS26 HUS26 HUS26 HUS28TJC37 TJC37 TJC37 TJC37 LU24 TJC37 TJC37 TJC37 TJC37 1-8-121-8-12 4-3-72-6-11 6-0-51-8-14 7-4-141-4-9 9-10-102-5-12 11-3-31-4-9 13-0-11-8-14 15-6-122-6-11 17-2-81-7-13 17-3-80-1-0 1-8-12 1-8-12 4-3-7 2-6-11 6-0-5 1-8-14 7-4-14 1-4-9 8-7-12 1-2-14 9-10-10 1-2-14 11-3-3 1-4-9 13-0-1 1-8-14 15-6-12 2-6-11 17-3-8 1-8-12 0-8-151-8-62-11-103-7-53-11-04-0-20-8-156.60 12 5.98 12 4.42 12 2.68 12 0.90 12 Plate Offsets (X,Y)-- [2:0-4-12,0-3-12], [3:0-4-12,0-3-8], [9:0-4-12,0-3-8], [10:0-4-12,0-3-12], [13:0-3-8,0-6-0], [15:0-4-0,0-5-12], [16:0-3-4,0-6-0], [18:0-3-8,0-6-0] 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-MS 0.40 0.41 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.06 (loc) 16 16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 265 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=7515/0-3-13 (req. 0-6-2), 11=6720/0-3-13 (req. 0-5-7) Max Horz 1=42(LC 34) Max Uplift 1=-608(LC 8), 11=-585(LC 9) Max Grav 1=7817(LC 2), 11=6970(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11213/924, 2-3=-11971/1036, 3-4=-10962/1000, 4-5=-10394/972, 5-6=-10237/961, 6-7=-10090/957, 7-8=-10245/968, 8-9=-10579/989, 9-10=-11314/1017, 10-11=-10915/926 BOT CHORD 1-19=-815/9617, 18-19=-806/9603, 17-18=-923/10821, 16-17=-905/10358, 15-16=-890/9870, 14-15=-889/9966, 13-14=-868/10211, 12-13=-767/9361, 11-12=-774/9330 WEBS 2-18=-173/1192, 3-18=-93/2126, 3-17=-921/39, 4-17=-120/1936, 4-16=-513/17, 5-16=-118/1325, 6-16=-109/1138, 6-15=-95/650, 7-15=-117/1299, 8-14=-102/1356, 9-14=-520/28, 9-13=-79/1617, 10-13=-155/825, 10-12=-32/277 NOTES- 1) N/A 2) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) WARNING: Required bearing size at joint(s) 1, 11 greater than input bearing size. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 11. This connection is for uplift only and does not consider lateral forces. 11) Use Simpson Strong-Tie HUS28 (22-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 12-5-8 oc max. starting at 0-11-4 from the left end to 15-4-12 to connect truss(es) to front face of bottom chord. 12) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent at 4-11-4 from the left end to connect truss(es) to front face of bottom chord. Continued on page 2 December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G8 Truss Type Roof Special Girder Qty 1 Ply 2 WF56 Job Reference (optional) I39671125 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:08 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-hPbCW386Z6d5f4N0u?E?_bOdU0HRd3QLJXgzJUy7SkX NOTES- 13) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-4-12 from the left end to 13-4-12 to connect truss(es) to front face of bottom chord. 14) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 1-8-12 from the left end to connect truss(es) to back face of bottom chord, skewed 51.6 deg.to the right, sloping 0.0 deg. down. 15) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 4-3-7 from the left end to connect truss(es) to back face of bottom chord, skewed 38.5 deg.to the right, sloping 0.0 deg. down. 16) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 6-0-5 from the left end to connect truss(es) to back face of bottom chord, skewed 25.5 deg.to the right, sloping 0.0 deg. down. 17) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 7-4-14 from the left end to connect truss(es) to back face of bottom chord, skewed 12.7 deg.to the right, sloping 0.0 deg. down. 18) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 8-7-12 from the left end to connect truss(es) to back face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 19) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 9-10-10 from the left end to connect truss(es) to back face of bottom chord, skewed 12.8 deg.to the left, sloping 0.0 deg. down. 20) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 11-3-3 from the left end to connect truss(es) to back face of bottom chord, skewed 25.5 deg.to the left, sloping 0.0 deg. down. 21) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 13-0-1 from the left end to connect truss(es) to back face of bottom chord, skewed 38.5 deg.to the left, sloping 0.0 deg. down. 22) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 15-6-12 from the left end to connect truss(es) to back face of bottom chord, skewed 51.6 deg.to the left, sloping 0.0 deg. down. 23) Fill all nail holes where hanger is in contact with lumber. 24) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1517 lb down and 77 lb up at 5-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 8-9=-60, 9-10=-60, 10-11=-60, 20-23=-20 Concentrated Loads (lb) Vert: 19=16(B) 18=-38(B) 17=-64(B) 16=-1503(F=-1426, B=-77) 15=-77(B) 14=-1490(F=-1426, B=-64) 13=-38(B) 12=-1445(F=-1461, B=16) 22=-1273(F) 26=-1273(F) 27=-1273(F) 28=-1426(F) 29=-82(B) 30=-1426(F) 31=-1461(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G9 Truss Type Roof Special Girder Qty 2 Ply 1 WF56 Job Reference (optional) I39671126 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-9b9ajP9kKQlyGEyCSilEXoxsVQdQMakVXBQWrwy7SkW Scale = 1:22.6 1 2 34 7 8 5x6 3x4 3x6 LU24 LU24 3-0-03-0-0 6-0-03-0-0 3-0-0 3-0-0 6-0-0 3-0-0 0-9-43-10-012.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.13 0.43 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 -0.00 (loc) 1 1 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP 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)3=543/Mechanical, 4=550/0-3-8 Max Horz 4=94(LC 8) Max Uplift 3=-68(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 3. 7) 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 1-11-4 from the left end to 3-11-4 to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 1-4=-80, 1-3=-20 Concentrated Loads (lb) Vert: 7=-308(F) 8=-328(F) December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G10 Truss Type Hip Girder Qty 1 Ply 1 WF56 Job Reference (optional) I39671127 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-ZensDpnIdvrL2T5F8iiymG8aMw68cYExPtPNGDy7Sl? Scale = 1:21.8 1 2 3 4 5 6 7 9 81617 4x4 4x4 3x6 3x6 3x4 3x4 3x4 TJC37 Special LU24 LU24 LU24 Special 1-8-81-8-8 8-0-86-4-0 9-9-01-8-8 -1-0-0 1-0-0 1-8-8 1-8-8 4-10-8 3-2-0 8-0-8 3-2-0 9-9-0 1-8-8 10-9-0 1-0-0 0-10-02-6-80-10-02-6-812.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-2-13], [2:0-0-4,0-0-4], [3:0-2-8,0-2-0], [5:0-2-8,0-2-0], [6:0-0-4,0-0-4], [6:0-0-7,0-2-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.13 0.17 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.00 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=503/0-3-8, 6=503/0-3-8 Max Horz 2=-54(LC 25) Max Uplift 2=-161(LC 5), 6=-161(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-483/211, 3-4=-323/161, 4-5=-323/161, 5-6=-483/211 BOT CHORD 2-9=-149/338, 8-9=-202/477, 6-8=-127/329 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 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 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, 30-90) or equivalent at 1-8-8 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. 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 4-0-12 from the left end to 7-8-4 to connect truss(es) to front 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) 36 lb down and 51 lb up at 2-0-12, and 42 lb down and 44 lb up at 8-0-8 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 Continued on page 2 December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G10 Truss Type Hip Girder Qty 1 Ply 1 WF56 Job Reference (optional) I39671127 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:38 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-ZensDpnIdvrL2T5F8iiymG8aMw68cYExPtPNGDy7Sl? LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 10-13=-20 Concentrated Loads (lb) Vert: 9=-38(F) 8=-38(F) 16=-14(F) 17=-14(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G11 Truss Type Hip Girder Qty 1 Ply 1 WF56 Job Reference (optional) I39671128 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-1qLEQ9owOCzCgdfRiPDBJUhiqKNYL_p4eX9wogy7Sl_ Scale = 1:27.1 1 2 3 4 5 6 7141516 17 18 4x4 4x4 4x4 4x4 3x4 LU24 LU24 LU24 LU24 LU24 5-6-115-6-11 10-2-84-7-13 -1-0-0 1-0-0 4-7-13 4-7-13 5-6-11 0-10-14 10-2-8 4-7-13 11-2-8 1-0-0 0-8-04-6-80-8-04-6-810.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-12], [3:0-2-0,0-1-13], [4:0-2-0,0-1-13], [5:Edge,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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.27 0.48 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 0.01 (loc) 7-10 7-10 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 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 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)2=989/0-3-8, 5=774/0-3-8 Max Horz 2=92(LC 7) Max Uplift 2=-248(LC 8), 5=-213(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-769/240, 3-4=-562/227, 4-5=-800/250 BOT CHORD 2-7=-141/524, 5-7=-134/539 WEBS 3-7=-148/325, 4-7=-162/390 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 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 5. 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 1-3-4 from the left end to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-1-0 oc max. starting at 2-0-12 from the left end to 8-1-12 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 8-11=-20 Concentrated Loads (lb) Vert: 14=-286(F) 15=-156(B) 16=-114(B) 17=-114(B) 18=-156(B) December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G12 Truss Type Half Hip Girder Qty 1 Ply 1 WF56 Job Reference (optional) I39671129 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-1qLEQ9owOCzCgdfRiPDBJUhleKUQL?y4eX9wogy7Sl_ Scale = 1:14.9 1 2 3 4 6 5 10 4x8 2x4 3x6 2x4 4x4 TJC37 Special 1-6-01-6-0 4-0-02-6-0 -1-0-0 1-0-0 1-6-0 1-6-0 4-0-0 2-6-0 0-10-02-4-012.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-2-13], [2:0-0-4,0-0-4], [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.09 0.04 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: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 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)2=264/0-3-8, 5=185/Mechanical Max Horz 2=73(LC 8) Max Uplift 2=-56(LC 8), 5=-60(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 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) 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 TJC37 (4 nail, 30-90) or equivalent at 1-6-0 from the left end to connect truss(es) to front face of bottom chord, skewed 39.8 deg.to the left, sloping 0.0 deg. down. 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) 46 lb down and 48 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: 1-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-40(F) 10=-41(F) December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G13 Truss Type Flat Girder Qty 1 Ply 1 WF56 Job Reference (optional) I39671130 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-V0vdeUoY9W53InEeF7kQrhEuHkk94SYEtBuUJ6y7Skz Scale = 1:11.112 4 35 2x4 2x4 4x4 3x4 LU24 3-10-83-10-8 3-10-8 3-10-8 1-8-1LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.23 0.33 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=306/Mechanical, 3=306/Mechanical Max Uplift 4=-35(LC 4), 3=-35(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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 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) 4, 3. 8) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 1-11-4 from the left end 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, 3-4=-20 Concentrated Loads (lb) Vert: 5=-326(B) December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G14 Truss Type Jack-Closed Girder Qty 1 Ply 1 WF56 Job Reference (optional) I39671131 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-zDT?rqpAwqDwvxpqpqFfOvm4Z76jpsFN5re1sYy7Sky Scale = 1:25.9 2 3 1 5 4 4x6 2x4 3x10 4x4 4x6 HUS26 1-10-41-10-4 3-8-81-10-4 1-10-4 1-10-4 3-8-8 1-10-4 0-10-04-6-812.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-4], [1:0-0-0,0-2-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.07 0.25 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 5 5 4 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 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=749/0-3-8, 4=746/Mechanical Max Horz 1=103(LC 8) Max Uplift 4=-98(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-660/0 BOT CHORD 1-5=-57/434, 4-5=-57/434 WEBS 2-5=-24/928, 2-4=-718/94 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 4. 7) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent at 1-9-4 from the left end to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-8=-60, 1-4=-20 Concentrated Loads (lb) Vert: 5=-1219(F) December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G15 Truss Type Half Hip Girder Qty 3 Ply 1 WF56 Job Reference (optional) I39671132 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-zDT?rqpAwqDwvxpqpqFfOvm4T79xpvVN5re1sYy7Sky Scale = 1:14.9 1 2 3 4 6 5 10 4x8 2x4 3x6 2x4 4x4 TJC37 Special 1-6-01-6-0 3-8-82-2-8 -1-0-0 1-0-0 1-6-0 1-6-0 3-8-8 2-2-8 0-10-02-4-012.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-2-13], [2:0-0-4,0-0-4], [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.07 0.04 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: 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 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)2=250/0-3-8, 5=176/Mechanical Max Horz 2=73(LC 23) Max Uplift 2=-52(LC 8), 5=-62(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 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) 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 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. 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) 46 lb down and 48 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: 1-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-40(B) 10=-41(B) December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G16 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 WF56 Job Reference (optional) I39671133 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-RP1N2Aqoh7LnX4O0NXmux6JFfXTZYLDWKVNbO?y7Skx Scale = 1:46.0 1 2 3 4 6 510 2x4 3x6 3x6 2x4 4x4 TJC37 LU24 2-10-82-10-8 6-0-03-1-8 -1-0-0 1-0-0 2-10-8 2-10-8 6-0-0 3-1-8 0-10-06-10-012.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-4], [2:0-0-7,0-2-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.11 0.14 0.12 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: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=435/0-3-8, 5=407/Mechanical Max Horz 2=203(LC 8) Max Uplift 2=-40(LC 8), 5=-249(LC 8) Max Grav 2=435(LC 1), 5=417(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-382/85 WEBS 3-6=-160/305, 3-5=-363/235 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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=249. 7) 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. 8) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 3-2-0 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 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 front face of bottom chord, skewed 0.0 deg.to the left, 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: 1-4=-60, 5-7=-20 Continued on page 2 December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G16 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 WF56 Job Reference (optional) I39671133 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:42 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-RP1N2Aqoh7LnX4O0NXmux6JFfXTZYLDWKVNbO?y7Skx LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-196(F) 10=-118(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G17 Truss Type Jack-Closed Girder Qty 2 Ply 2 WF56 Job Reference (optional) I39671134 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:43 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-vbblGWrQRRTe9EzDxFH7TJsP9xqyHnHgZ978wRy7Skw Scale = 1:54.4 1 2 3 4 7 6 5 8 2x4 2x4 3x4 4x6 3x4 3x6 3-3-103-3-10 6-7-43-3-10 -1-0-0 1-0-0 3-3-10 3-3-10 6-7-4 3-3-10 2-10-09-5-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.19 0.07 0.13 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: 114 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5REACTIONS.(lb/size)7=1341/0-3-8, 5=1102/Mechanical Max Horz 7=194(LC 12) Max Uplift 5=-153(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-1313/0, 2-3=-816/34, 3-4=-461/196, 4-5=-372/87 BOT CHORD 6-7=-262/222, 5-6=-71/398 WEBS 2-6=0/527, 3-6=-255/0, 3-5=-818/145 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: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-5-8 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=153. 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 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 5-7=-20 Trapezoidal Loads (plf) Vert: 2=-398-to-4=-300 Continued on page 2 December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G17 Truss Type Jack-Closed Girder Qty 2 Ply 2 WF56 Job Reference (optional) I39671134 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:43 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-vbblGWrQRRTe9EzDxFH7TJsP9xqyHnHgZ978wRy7Skw LOAD CASE(S) Standard 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 5-7=-20 Trapezoidal Loads (plf) Vert: 2=-344-to-4=-247 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 5-7=-40 Trapezoidal Loads (plf) Vert: 2=-218-to-4=-120 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=39, 5-7=-12 Horz: 2-7=19, 1-2=-48, 2-8=-33, 4-8=-28 Trapezoidal Loads (plf) Vert: 2=-53-to-8=-24, 8=-29-to-4=40 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 5-7=-12 Horz: 2-7=-30, 1-2=-23, 2-8=-28, 4-8=-33 Trapezoidal Loads (plf) Vert: 2=-58-to-8=-29, 8=-24-to-4=45 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=1, 5-7=-20 Horz: 2-7=-22, 1-2=-21, 2-4=26 Trapezoidal Loads (plf) Vert: 2=-253-to-4=-155 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 5-7=-20 Horz: 2-7=28, 1-2=21, 2-4=26 Trapezoidal Loads (plf) Vert: 2=-257-to-4=-159 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 5-7=-12 Horz: 2-7=12, 1-2=-8, 2-4=2 Trapezoidal Loads (plf) Vert: 2=-135-to-4=-37 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 5-7=-12 Horz: 2-7=-16, 1-2=-13, 2-4=-17 Trapezoidal Loads (plf) Vert: 2=-94-to-4=3 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 5-7=-20 Horz: 2-7=21, 1-2=7, 2-4=11 Trapezoidal Loads (plf) Vert: 2=-230-to-4=-133 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 5-7=-20 Horz: 2-7=-7, 1-2=-13, 2-4=-8 Trapezoidal Loads (plf) Vert: 2=-183-to-4=-85 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 5-7=-12 Horz: 2-7=10, 1-2=-26, 2-4=-30 Trapezoidal Loads (plf) Vert: 2=-59-to-4=38 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 5-7=-12 Horz: 2-7=-15, 1-2=-13, 2-4=-17 Trapezoidal Loads (plf) Vert: 2=-94-to-4=3 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 5-7=-12 Horz: 2-7=10, 1-2=-26, 2-4=-30 Trapezoidal Loads (plf) Vert: 2=-59-to-4=38 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G17 Truss Type Jack-Closed Girder Qty 2 Ply 2 WF56 Job Reference (optional) I39671134 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:43 2019 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-vbblGWrQRRTe9EzDxFH7TJsP9xqyHnHgZ978wRy7Skw LOAD CASE(S) Standard 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 5-7=-12 Horz: 2-7=-15, 1-2=-13, 2-4=-17 Trapezoidal Loads (plf) Vert: 2=-94-to-4=3 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 5-7=-20 Horz: 2-7=19, 1-2=-26, 2-4=-22 Trapezoidal Loads (plf) Vert: 2=-195-to-4=-97 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 5-7=-20 Horz: 2-7=-6, 1-2=-13, 2-4=-8 Trapezoidal Loads (plf) Vert: 2=-183-to-4=-85 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-20, 5-7=-20 Trapezoidal Loads (plf) Vert: 2=-184-to-4=-87 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-85, 5-7=-20 Horz: 2-7=16, 1-2=5, 2-4=8 Trapezoidal Loads (plf) Vert: 2=-379-to-4=-281 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-70, 5-7=-20 Horz: 2-7=-5, 1-2=-10, 2-4=-6 Trapezoidal Loads (plf) Vert: 2=-344-to-4=-246 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-61, 5-7=-20 Horz: 2-7=14, 1-2=-19, 2-4=-16 Trapezoidal Loads (plf) Vert: 2=-352-to-4=-254 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-70, 5-7=-20 Horz: 2-7=-5, 1-2=-10, 2-4=-6 Trapezoidal Loads (plf) Vert: 2=-344-to-4=-246 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G18 Truss Type Diagonal Hip Girder Qty 2 Ply 1 WF56 Job Reference (optional) I39671135 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-Oo87Tss2ClbVmOYPUypM0XOWXL5Z06CpnpshSty7Skv Scale = 1:59.7 1 2 3 4 7 6 58910 2x4 3x4 3x4 3x6 8x8 3x6 TJC37 TJC37 TJC37TJC37 TJC37 TJC37 4-7-54-7-5 9-2-94-7-5 -1-5-0 1-5-0 4-7-5 4-7-5 9-2-9 4-7-5 2-10-09-4-38.49 12 LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.40 0.43 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.05 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 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. WEBS 1 Row at midpt 4-5REACTIONS.(lb/size)7=913/0-4-9, 5=1314/Mechanical Max Horz 7=193(LC 8) Max Uplift 7=-295(LC 8), 5=-839(LC 8) Max Grav 7=913(LC 1), 5=1326(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-901/264, 2-3=-640/247 BOT CHORD 5-6=-328/472 WEBS 2-6=-239/521, 3-6=-457/462, 3-5=-751/524 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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=839. 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) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 2-9-15 oc max. starting at 2-9-8 from the left end to 5-7-7 to connect truss(es) to front face of bottom chord. 9) Use Simpson Strong-Tie TJC37 (6 nail, 30-90) or equivalent at 8-5-6 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. 10) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 2-9-15 oc max. starting at 2-9-8 from the left end to 5-7-7 to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong-Tie TJC37 (6 nail 90-150) or equivalent at 8-5-6 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. 12) Fill all nail holes where hanger is in contact with lumber. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G18 Truss Type Diagonal Hip Girder Qty 2 Ply 1 WF56 Job Reference (optional) I39671135 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:44 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-Oo87Tss2ClbVmOYPUypM0XOWXL5Z06CpnpshSty7Skv LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-4=-100, 5-7=-20 Concentrated Loads (lb) Vert: 8=-48(F=-24, B=-24) 9=-342(F=-171, B=-171) 10=-610(F=-305, B=-305) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G20 Truss Type Roof Special Girder Qty 1 Ply 2 WF56 Job Reference (optional) I39671136 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-oNqG6uuxVgz4dsH_A5M3e904wY3zDXfFUm5M3Cy7Sks Scale = 1:31.6 1 2 3 4 7 6 5 10 11 12 5x8 5x10 2x4 4x6 8x8 3x6 5x6 Special HUS26 HUS26 HUS26 4-5-84-5-8 6-8-02-2-8 9-0-82-4-8 4-5-8 4-5-8 6-8-0 2-2-8 9-0-8 2-4-8 0-3-62-6-64-8-142-6-612.00 12 Plate Offsets (X,Y)-- [7:0-3-8,0-5-12] 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-MS 0.20 0.58 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 110 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=3174/0-3-8, 5=2606/0-2-8 Max Horz 1=94(LC 27) Max Uplift 1=-333(LC 8), 5=-251(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2706/319, 2-3=-2635/335 BOT CHORD 1-7=-225/1886, 6-7=-236/2336, 5-6=-236/2387 WEBS 2-7=-382/3460, 3-7=-638/62, 3-6=-43/754, 3-5=-3194/316 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: 2x8 - 2 rows staggered at 0-6-0 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate 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) 1 and 5. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 3-1-4 from the left end to 7-1-4 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1270 lb down and 140 lb up at 1-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G20 Truss Type Roof Special Girder Qty 1 Ply 2 WF56 Job Reference (optional) I39671136 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:47 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-oNqG6uuxVgz4dsH_A5M3e904wY3zDXfFUm5M3Cy7Sks 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, 1-5=-20 Concentrated Loads (lb) Vert: 6=-1270(B) 10=-1270(B) 11=-1270(B) 12=-1270(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss G21 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF56 Job Reference (optional) I39671137 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:18:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-oNqG6uuxVgz4dsH_A5M3e906HYByDdjFUm5M3Cy7Sks Scale = 1:27.3 1 2 3 4 6 5 10 2x4 3x4 3x10 2x4 3x6 4x4 TJC37 TJC37 0-2-20-2-2 2-6-102-4-8 5-1-42-6-10 -1-3-10 1-3-10 2-6-10 2-6-10 5-1-4 2-6-10 0-7-133-11-07.68 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.11 0.07 0.04 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: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=303/0-5-7, 5=222/Mechanical Max Horz 2=118(LC 8) Max Uplift 2=-53(LC 8), 5=-116(LC 8) Max Grav 2=303(LC 1), 5=239(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 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. 8) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 3-4-4 from the left end to connect truss(es) to front face of bottom chord, skewed 50.2 deg.to the left, sloping 0.0 deg. down. 9) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-6-15 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: 1-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=1(B) 10=-50(F) December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss H1 Truss Type Hip Qty 1 Ply 1 WF56 Job Reference (optional) I39671138 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:10 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-dojyxlAM4ktpuOXP0QGT30T_dpui5xiemr93NNy7SkV Scale = 1:58.0 1 2 3 4 5 6 7 8 9 10 15 14 13 12 1122 23 24 25 26 27 28 29 30 3x4 4x8 3x4 4x4 2x4 2x4 8x8 4x4 5x8 2x4 3x4 4x4 4x8 5x8 9-7-19-7-1 14-9-05-1-15 22-10-78-1-7 31-0-08-1-9 -1-0-0 1-0-0 4-9-9 4-9-9 9-7-1 4-9-8 14-9-0 5-1-15 19-10-9 5-1-9 25-0-2 5-1-9 31-0-0 5-11-14 0-8-08-7-140-8-03-0-08-7-1410.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [5:0-6-4,0-2-0], [9:0-2-4,0-2-0], [10:Edge,0-0-1], [10:0-0-1,0-2-14], [10:0-0-0,0-0-1], [13:0-2-12,Edge], [15:0-4-0,0-3-0] 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-MS 0.36 0.75 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.42 0.11 (loc) 15-18 15-18 10 l/defl >999 >885 n/a L/d 240 180 n/a PLATES MT20 Weight: 140 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins, except 2-0-0 oc purlins (4-1-9 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 5-15 REACTIONS.(lb/size)2=1301/0-3-8, 10=1239/Mechanical Max Horz 2=178(LC 12) Max Uplift 2=-56(LC 12), 10=-15(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1605/171, 3-5=-1399/175, 5-6=-1807/233, 6-8=-1816/231, 8-9=-1391/179, 9-10=-1596/175 BOT CHORD 2-15=-153/1165, 6-13=-326/123, 11-13=-159/1661, 10-11=-56/1128 WEBS 3-15=-252/166, 5-15=-324/117, 13-15=-107/1163, 5-13=-126/1198, 8-13=-34/253, 8-11=-597/180, 9-11=-41/736 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-7-1, Exterior(2) 9-7-1 to 13-9-15, Interior(1) 13-9-15 to 25-0-2, Exterior(2) 25-0-2 to 29-3-1, Interior(1) 29-3-1 to 31-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 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 capable of withstanding 100 lb uplift at joint(s) 10. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss H2 Truss Type Half Hip Qty 1 Ply 1 WF56 Job Reference (optional) I39671139 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Dec 19 12:20:12 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-HcAmcNz9FFEXxTuM6cmWMlRNdYhHaZpKIsPLz7y7PCX Scale = 1:65.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 5x6 3x6 5x6 3x4 5x9 4x6 2x4 2x4 4x5 3x4 3x4 3x4 7x10 5x6 6x8 3x6 8-8-68-8-6 17-4-118-8-5 26-1-08-8-5 31-7-45-6-4 37-5-05-9-12 -1-0-0 1-0-0 5-11-14 5-11-14 12-8-4 6-8-6 19-4-10 6-8-6 26-1-0 6-8-6 31-7-4 5-6-4 37-5-0 5-9-12 0-8-05-7-148-7-143-0-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [3:0-3-0,0-2-1], [14:0-3-12,0-2-12] 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-MS 0.64 0.99 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.65 0.22 (loc) 14-15 14-15 11 l/defl >999 >689 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 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 (3-2-11 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 10-11, 6-14, 9-12 REACTIONS.(lb/size)11=1490/Mechanical, 2=1552/0-3-8 Max Horz 2=174(LC 12) Max Uplift 11=-184(LC 9), 2=-109(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-1956/180, 3-21=-1832/208, 3-22=-1835/204, 4-22=-1835/204, 4-5=-2591/298, 5-6=-2591/298, 6-7=-2204/272, 7-8=-2204/272, 8-9=-2184/272, 9-23=-883/108, 10-23=-883/108, 10-11=-1440/210 BOT CHORD 2-24=-184/1402, 24-25=-184/1402, 17-25=-184/1402, 17-26=-310/2355, 16-26=-310/2355, 15-16=-310/2355, 15-27=-335/2621, 27-28=-335/2621, 14-28=-335/2621, 8-14=-361/132 WEBS 3-17=-59/1001, 4-17=-907/211, 4-15=-6/389, 6-14=-548/80, 12-14=-114/999, 9-14=-232/1838, 9-12=-1655/294, 10-12=-190/1560 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-11-14, Exterior(2) 5-11-14 to 10-2-12, Interior(1) 10-2-12 to 37-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 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 capable of withstanding 184 lb uplift at joint 11 and 109 lb uplift at joint 2. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss H3 Truss Type Hip Qty 1 Ply 1 WF56 Job Reference (optional) I39671140 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Dec 19 12:21:47 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-?uQhYs6ktRD3r3fdA2zoiotfdqAGKWXJ87wtp7y7PB2 Scale = 1:66.9 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 22 23 24 25 26 27 28 29 30 5x6 3x6 7x6 2x4 5x9 4x7 2x4 2x4 3x5 3x8 1.5x4 3x4 3x4 3x4 7x10 5x6 6x8 8-4-108-4-10 17-4-119-0-1 26-1-08-8-5 31-7-45-6-4 37-5-05-9-12 -1-0-0 1-0-0 4-2-6 4-2-6 8-4-10 4-2-5 14-3-7 5-10-13 20-2-3 5-10-13 26-1-0 5-10-13 31-2-9 5-1-9 36-4-2 5-1-9 37-5-0 1-0-14 0-8-07-7-1410-7-149-9-33-0-010-7-1410.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [4:0-4-0,0-1-12], [10:0-4-0,0-1-12], [15:0-4-0,0-2-12] 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-MS 0.45 0.75 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.54 0.16 (loc) 16-18 15-16 12 l/defl >999 >822 n/a L/d 240 180 n/a PLATES MT20 Weight: 218 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-17: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-7 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 5-18, 6-15, 9-13, 11-12, 10-12 REACTIONS.(lb/size)2=1552/0-3-8, 12=1490/Mechanical Max Horz 2=220(LC 12) Max Uplift 2=-77(LC 9), 12=-154(LC 9) Max Grav 2=1552(LC 1), 12=1506(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-1985/155, 3-22=-1922/173, 3-4=-1801/177, 4-23=-1349/177, 5-23=-1349/177, 5-6=-1935/214, 6-7=-1599/194, 7-8=-1599/194, 8-9=-1590/194, 9-24=-703/84, 10-24=-703/84 BOT CHORD 2-18=-240/1444, 18-25=-232/1813, 17-25=-232/1813, 17-26=-232/1813, 16-26=-232/1813, 16-27=-243/1905, 27-28=-243/1905, 15-28=-243/1905, 8-15=-326/119 WEBS 4-18=-25/862, 5-18=-798/171, 5-16=0/342, 6-15=-490/75, 13-15=-97/876, 9-15=-184/1477, 9-13=-1548/269, 10-13=-155/1375, 10-12=-1433/206 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-4-10, Exterior(2) 8-4-10 to 12-7-9, Interior(1) 12-7-9 to 36-4-2, Exterior(2) 36-4-2 to 37-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 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 capable of withstanding 77 lb uplift at joint 2 and 154 lb uplift at joint 12. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss H4 Truss Type Hip Qty 1 Ply 1 WF56 Job Reference (optional) I39671141 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-1NP5ZnCFNfFNlrG_hYqAhe5XK12XION4SpOk_iy7SkS Scale = 1:28.3 1 2 3 4 8 7 6 5 9 10 4x4 4x8 4x4 4x4 3x4 3x4 2x4 3x4 3-7-03-7-0 5-11-02-4-0 9-6-03-7-0 3-7-0 3-7-0 5-11-0 2-4-0 9-6-0 3-7-0 0-11-84-6-80-11-84-6-812.00 12 Plate Offsets (X,Y)-- [2:0-6-8,0-2-0], [3:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.14 0.16 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=368/Mechanical, 5=368/Mechanical Max Horz 8=-68(LC 8) Max Uplift 8=-9(LC 12), 5=-9(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-354/79, 3-4=-355/78, 1-8=-311/86, 4-5=-312/86 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-7-0, Exterior(2) 3-7-0 to 9-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 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 capable of withstanding 100 lb uplift at joint(s) 8, 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss H5 Truss Type Half Hip Qty 1 Ply 1 WF56 Job Reference (optional) I39671142 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-VZyTm6Dt8yNEN?rAFGLPEsejfRPi1qMEhT7HW8y7SkR Scale = 1:23.5 1 2 3 4 6 5 7 4x8 2x4 3x4 3x10 4-0-04-0-0 -1-0-0 1-0-0 3-2-0 3-2-0 4-0-0 0-10-0 0-10-04-0-012.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-0-12], [2:0-1-12,0-1-12], [3:0-6-8,0-2-0], [6:0-0-0,0-1-12] 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-MS 0.10 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 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=138/Mechanical, 6=228/0-3-8 Max Horz 6=123(LC 12) Max Uplift 5=-62(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-2-0, Exterior(2) 3-2-0 to 3-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss H6 Truss Type Half Hip Qty 3 Ply 1 WF56 Job Reference (optional) I39671143 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-VZyTm6Dt8yNEN?rAFGLPEsei2RPv1qzEhT7HW8y7SkR Scale = 1:23.5 1 2 3 5 4 6 7 2x4 2x4 3x10 3-8-83-8-8 -1-0-0 1-0-0 3-2-0 3-2-0 3-8-8 0-6-8 0-10-04-0-012.00 12 Plate Offsets (X,Y)-- [2:0-5-12,0-1-8] 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-MR 0.14 0.09 0.00 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: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=125/Mechanical, 5=217/0-3-8 Max Horz 5=133(LC 12) Max Uplift 4=-85(LC 12) Max Grav 4=142(LC 19), 5=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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-6-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 4. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss J1 Truss Type Jack-Closed Qty 8 Ply 1 WF56 Job Reference (optional) I39671144 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:15 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-_lWr_SEVvGV5_9QMpzsem3AtPqltmHDNw7tq3ay7SkQ Scale = 1:27.7 1 2 3 5 4 6 7 3x10 2x4 2x4 4-0-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-10-04-10-012.00 12 Plate Offsets (X,Y)-- [2:0-5-12,0-1-8] 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-MR 0.17 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 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=142(LC 12) Max Uplift 4=-91(LC 12) Max Grav 5=228(LC 1), 4=156(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 4. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss J2 Truss Type Jack-Closed Qty 3 Ply 1 WF56 Job Reference (optional) I39671145 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:21 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-ovu7EWIGV6FFi4tW9Ez20KQwYFpSA?iGI3K9GEy7SkK Scale = 1:14.4 1 2 3 5 4 3x6 2x4 2x4 0-2-80-2-8 2-6-02-3-8 -1-3-10 1-3-10 2-6-0 2-6-0 0-7-132-3-07.68 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8] 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-MR 0.12 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=204/0-5-7, 4=60/Mechanical Max Horz 5=67(LC 12) Max Uplift 5=-23(LC 12), 4=-24(LC 12) Max Grav 5=204(LC 1), 4=66(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 4. 7) One RT7 USP 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. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss J3 Truss Type Jack-Closed Qty 2 Ply 1 WF56 Job Reference (optional) I39671146 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-G6RVSsJuGQN6KESijxUHYYz4xf9mvSyPXj3iogy7SkJ Scale = 1:15.4 1 2 3 5 4 3x10 2x4 2x4 2-3-82-3-8 -1-5-0 1-5-0 2-3-8 2-3-8 0-10-02-5-78.49 12 Plate Offsets (X,Y)-- [2:0-5-11,0-1-8] 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-MR 0.15 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 2-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=210/0-4-9, 4=43/Mechanical Max Horz 5=71(LC 12) Max Uplift 5=-19(LC 12), 4=-28(LC 12) Max Grav 5=210(LC 1), 4=53(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 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. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss J4 Truss Type Jack-Closed Qty 2 Ply 1 WF56 Job Reference (optional) I39671147 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-lI?tfBKW1jWzyO1vHe?W5lWG23VwevCZlNpFL6y7SkI Scale = 1:14.4 1 2 3 5 4 3x6 2x4 2x4 0-2-20-2-2 2-6-02-3-14 -1-3-10 1-3-10 2-6-0 2-6-0 0-7-132-3-07.68 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8] 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-MR 0.12 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=204/0-5-7, 4=60/Mechanical Max Horz 5=67(LC 12) Max Uplift 5=-23(LC 12), 4=-24(LC 12) Max Grav 5=204(LC 1), 4=66(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 4. 7) One RT7 USP 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. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss J5 Truss Type Jack-Closed Qty 1 Ply 1 WF56 Job Reference (optional) I39671148 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-lI?tfBKW1jWzyO1vHe?W5lWFn3U_evCZlNpFL6y7SkI Scale = 1:26.3 1 2 3 5 4 6 7 3x10 2x4 2x4 3-8-83-8-8 -1-0-0 1-0-0 3-8-8 3-8-8 0-10-04-6-812.00 12 Plate Offsets (X,Y)-- [2:0-5-12,0-1-8] 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-MR 0.14 0.09 0.00 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: 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 3-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=217/0-3-8, 4=125/Mechanical Max Horz 5=133(LC 12) Max Uplift 4=-85(LC 12) Max Grav 5=217(LC 1), 4=142(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-6-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 4. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss J6 Truss Type Jack-Closed Qty 2 Ply 1 WF56 Job Reference (optional) I39671149 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-DUZFtXK8n1eqZYc5qMWlez2RLTrSNMRi_1YptZy7SkH Scale = 1:11.3 1 2 3 5 4 3x10 2x4 2x4 0-11-70-11-5 -1-0-12 1-0-12 0-11-7 0-11-7 0-9-41-7-510.58 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-1-9,0-1-12], [5:0-0-0,0-1-12] 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-MR 0.09 0.01 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=165/0-3-7, 4=-40/Mechanical Max Horz 5=45(LC 12) Max Uplift 5=-20(LC 12), 4=-40(LC 1) Max Grav 5=165(LC 1), 4=8(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 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. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss J7 Truss Type Jack-Closed Qty 2 Ply 1 WF56 Job Reference (optional) I39671150 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-DUZFtXK8n1eqZYc5qMWlez2ROTr8NMRi_1YptZy7SkH Scale = 1:18.0 1 2 3 5 4 3x10 2x4 2x4 2-3-32-3-2 -1-0-8 1-0-8 2-3-3 2-3-3 0-9-102-10-1411.15 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-1-10,0-1-12], [5:0-0-0,0-1-12] 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-MR 0.09 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 2-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=172/0-3-7, 4=58/Mechanical Max Horz 5=84(LC 12) Max Uplift 4=-46(LC 12) Max Grav 5=172(LC 1), 4=69(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 4. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss J8 Truss Type Jack-Closed Qty 2 Ply 1 WF56 Job Reference (optional) I39671151 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-hg7d4tLmYLmgBhAHO32_AAbcAsA36phrDhIMP?y7SkG Scale = 1:21.4 1 2 3 5 4 3x10 2x4 2x4 2-10-22-10-1 -1-0-5 1-0-5 2-10-2 2-10-2 0-9-143-6-1311.59 12 Plate Offsets (X,Y)-- [2:0-5-13,0-1-8] 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-MR 0.08 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=188/0-3-7, 4=86/Mechanical Max Horz 5=104(LC 12) Max Uplift 4=-62(LC 12) Max Grav 5=188(LC 1), 4=100(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 4. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss J9 Truss Type Jack-Closed Qty 2 Ply 1 WF56 Job Reference (optional) I39671152 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-9th0HDMPJeuXprlTynZDjO8njGW7rGx?SL1wxRy7SkF Scale = 1:23.0 1 2 3 5 4 3x10 2x4 2x4 3-1-23-1-2 -1-0-2 1-0-2 3-1-2 3-1-2 0-10-03-10-1211.87 12 Plate Offsets (X,Y)-- [2:0-5-12,0-1-8] 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-MR 0.10 0.06 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 3-1-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=196/0-3-7, 4=98/Mechanical Max Horz 5=113(LC 12) Max Uplift 4=-70(LC 12) Max Grav 5=196(LC 1), 4=113(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 4. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss J10 Truss Type Jack-Closed Qty 1 Ply 1 WF56 Job Reference (optional) I39671153 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:16 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-Sy4EBoE7gadycJ_YMgNtJHj39E5jVkTX8ncOb0y7SkP Scale = 1:23.6 1 2 3 5 4 3x10 2x4 2x4 3-2-33-2-3 -1-0-1 1-0-1 3-2-3 3-2-3 0-10-04-0-111.97 12 Plate Offsets (X,Y)-- [2:0-5-12,0-1-8] 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-MR 0.10 0.07 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 3-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=198/0-3-8, 4=102/Mechanical Max Horz 5=117(LC 12) Max Uplift 4=-73(LC 12) Max Grav 5=198(LC 1), 4=117(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 4. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss J11 Truss Type Jack-Closed Qty 12 Ply 1 WF56 Job Reference (optional) I39671154 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Dec 19 12:22:52 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-bOrGB4vWZPPq8276UCd1rV4m51Tw35pt5lApbsy7PA1 Scale = 1:39.5 1 2 3 5 4 6 7 8 4x7 3x4 3x4 6-0-06-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-10-06-10-012.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [3:0-0-9,0-1-8], [5:0-0-0,0-1-12] 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-MR 0.39 0.28 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.12 0.00 (loc) 4-5 4-5 4 l/defl >999 >573 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 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=304/0-3-8, 4=221/Mechanical Max Horz 5=202(LC 12) Max Uplift 4=-132(LC 12) Max Grav 5=304(LC 1), 4=304(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-262/37 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) All bearings are assumed to be SPF No.2 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 132 lb uplift at joint 4. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss J12 Truss Type Jack-Closed Qty 1 Ply 1 WF56 Job Reference (optional) I39671155 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-w8ecP8FlRtlpETZlwOu6rUGEEeShEBigNRMx7Ty7SkO Scale = 1:14.7 1 2 3 5 4 3x10 2x4 2x4 1-5-01-5-0 -1-0-0 1-0-0 1-5-0 1-5-0 0-10-02-3-012.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-0-12], [2:0-1-12,0-1-12], [5:0-0-0,0-1-12] 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-MR 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: 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 1-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=149/0-3-8, 4=10/Mechanical Max Horz 5=64(LC 12) Max Uplift 4=-33(LC 12) Max Grav 5=149(LC 1), 4=27(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 4. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss J13 Truss Type Jack-Closed Qty 4 Ply 1 WF56 Job Reference (optional) I39671156 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-w8ecP8FlRtlpETZlwOu6rUGEEeSdEBigNRMx7Ty7SkO Scale = 1:16.2 1 2 3 5 4 3x10 2x4 2x4 1-8-81-8-8 -1-0-0 1-0-0 1-8-8 1-8-8 0-10-02-6-812.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-0-12], [2:0-1-12,0-1-12], [5:0-0-0,0-1-12] 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-MR 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: 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 1-8-8 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=29/Mechanical Max Horz 5=73(LC 12) Max Uplift 4=-40(LC 12) Max Grav 5=153(LC 1), 4=41(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 4. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss J14 Truss Type Jack-Closed Qty 4 Ply 1 WF56 Job Reference (optional) I39671157 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:18 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-OKC_cUGNCBtgrc8xU5QLOioQJ2nfzeypc55Ufvy7SkN Scale = 1:14.9 1 2 3 4 2x4 2x4 3x6 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-8-02-4-010.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-1], [2:0-0-1,0-2-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.06 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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=58/Mechanical, 2=150/0-3-8 Max Horz 2=68(LC 12) Max Uplift 4=-31(LC 12), 2=-5(LC 12) Max Grav 4=65(LC 19), 2=150(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 4. 7) 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. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss J15 Truss Type Jack-Closed Qty 4 Ply 1 WF56 Job Reference (optional) I39671158 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-sXmMpqH0zV?XTmj72pxaxvLYdS5hi5Czrlr2CLy7SkM Scale = 1:27.2 1 2 3 5 4 4x4 3x6 3x4 2x4 1-10-151-10-15 -1-0-0 1-0-0 1-10-15 1-10-15 2-10-04-8-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.22 0.18 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: 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 1-10-15 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=40/Mechanical Max Horz 5=84(LC 9) Max Uplift 5=-9(LC 10), 4=-120(LC 12) Max Grav 5=162(LC 20), 4=122(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 4=120. 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. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss J16 Truss Type Jack-Closed Qty 4 Ply 1 WF56 Job Reference (optional) I39671159 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-sXmMpqH0zV?XTmj72pxaxvLXTS5Ri4Bzrlr2CLy7SkM Scale = 1:37.1 1 2 3 5 4 6 7 2x4 2x4 3x4 3x6 3-10-153-10-15 -1-0-0 1-0-0 3-10-15 3-10-15 2-10-06-8-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.29 0.13 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=350/0-3-8, 4=199/Mechanical Max Horz 5=119(LC 9) Max Uplift 4=-156(LC 12) Max Grav 5=350(LC 1), 4=235(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-314/18 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-9-3 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 4=156. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss J17 Truss Type Jack-Closed Qty 4 Ply 1 WF56 Job Reference (optional) I39671160 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-KjKk1AHeko7O5wIKbWSpT7uZSrORRW663Pabkoy7SkL Scale = 1:50.4 1 2 3 5 4 6 7 2x4 2x4 3x4 3x6 5-10-155-10-15 -1-0-0 1-0-0 5-10-15 5-10-15 2-10-08-8-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.85 0.34 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 -0.00 (loc) 4-5 4-5 4 l/defl >999 >451 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4REACTIONS.(lb/size)5=463/0-3-8, 4=326/Mechanical Max Horz 5=172(LC 12) Max Uplift 4=-194(LC 12) Max Grav 5=463(LC 1), 4=350(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-407/0, 3-4=-269/156 WEBS 2-4=-229/272 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-9-3 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 4=194. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss J18 Truss Type Jack-Closed Qty 1 Ply 1 WF56 Job Reference (optional) I39671161 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:21 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-ovu7EWIGV6FFi4tW9Ez20KQxYFp4A?iGI3K9GEy7SkK Scale = 1:17.1 1 2 3 4 8 2x4 2x4 3x6 2-6-02-6-0 -1-0-0 1-0-0 2-6-0 2-6-0 0-8-02-9-010.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-1], [2:0-0-1,0-2-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.06 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 4-7 2 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 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=82/Mechanical, 2=167/0-3-8 Max Horz 2=81(LC 12) Max Uplift 4=-40(LC 12) Max Grav 4=89(LC 19), 2=167(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 4. 7) 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. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss K1 Truss Type Roof Special Qty 1 Ply 1 WF56 Job Reference (optional) I39671162 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-d3FOVZN14y0OQ?KgWU4SFbgtlgmQae68g?nTUuy7SkE Scale = 1:59.2 1 2 3 4 5 6 7 8 910 13 12 11 22 23 24 25 4x4 4x6 4x4 3x10 4x4 3x4 3x4 3x10 2x4 3x10 4x4 4-8-14-8-1 10-3-05-6-15 18-10-08-7-0 -1-0-0 1-0-0 3-0-1 3-0-1 4-8-1 1-8-0 10-3-0 5-6-15 14-4-12 4-1-12 18-10-0 4-5-4 19-10-0 1-0-0 0-10-03-10-19-5-00-10-03-10-112.00 12 Plate Offsets (X,Y)-- [2:0-5-1,Edge], [4:0-2-4,0-1-12], [9:0-5-1,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-MS 0.40 0.44 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.01 (loc) 11-20 11-20 9 l/defl >999 >987 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 2-6-0, Right 2x6 SPF No.2 -H 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=813/0-3-8, 9=813/0-3-8 Max Horz 2=-185(LC 10) Max Uplift 2=-57(LC 12), 9=-46(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-803/87, 4-5=-748/106, 5-6=-687/120, 6-7=-661/137, 7-9=-750/105 BOT CHORD 2-13=-81/559, 11-13=-97/766, 9-11=-2/518 WEBS 4-13=-51/567, 5-13=-440/97, 5-11=-428/158, 6-11=-68/535 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-1, Exterior(2) 3-0-1 to 4-8-1, Interior(1) 4-8-1 to 10-3-0, Exterior(2) 10-3-0 to 13-3-0, Interior(1) 13-3-0 to 19-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 9. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss L1 Truss Type GABLE COMMON Qty 1 Ply 1 WF56 Job Reference (optional) I39671163 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-5FpmivOfrG8F29vs3CbhopDxr4_nJ5fIvfW00Ky7SkD Scale = 1:71.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 31 30 29 28 27 26 25 24 23 22 21 20 19 32 34 33 35 36 37 38 39 40 6x8 4x6 4x6 3x4 5x10 2x4 4x6 3x10 3x10 5x8 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 8x8 5-5-35-5-3 14-4-88-11-5 15-4-81-0-0 18-10-03-5-8 22-0-03-2-0 29-8-07-8-0 -1-0-0 1-0-0 3-9-3 3-9-3 5-5-3 1-8-0 8-10-10 3-5-6 12-4-0 3-5-6 14-4-8 2-0-8 15-4-8 1-0-0 22-0-0 6-7-8 29-8-0 7-8-0 30-8-0 1-0-0 0-10-04-7-311-6-00-10-03-0-011-6-012.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [3:0-6-4,0-1-12], [5:0-4-0,0-1-8], [13:0-1-8,Edge], [17:0-5-12,0-1-8], [29:Edge,0-1-12], [30:0-4-12,0-3-0], [31:Edge,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-MS 0.89 0.95 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.83 0.34 (loc) 29-30 29-30 17 l/defl >624 >273 n/a L/d 240 180 n/a PLATES MT20 Weight: 208 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 24-28: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-4 max.): 3-4, 7-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 28-29. WEBS 1 Row at midpt 5-29, 10-26, 11-25, 9-27 JOINTS 1 Brace at Jt(s): 32, 33 REACTIONS.All bearings 10-10-0 except (jt=length) 31=0-3-8. (lb) - Max Horz 31=204(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 17, 21, 31 except 25=-209(LC 9), 23=-832(LC 19), 20=-127(LC 13) Max Grav All reactions 250 lb or less at joint(s) 19, 23, 22, 21, 20 except 17=397(LC 1), 25=1493(LC 23), 25=1490(LC 1), 31=864(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-312/172, 3-4=-776/118, 4-5=-1171/256, 5-6=-611/180, 6-7=-542/191, 7-8=-410/159, 8-9=-385/167, 9-10=-283/164, 10-11=-283/164, 11-12=-283/164, 12-13=-283/164, 13-14=-355/185, 14-15=-366/173, 15-16=-337/96, 16-17=-400/59, 2-31=-337/178 BOT CHORD 30-31=-147/651, 29-30=-72/494, 28-29=-120/822, 27-28=-26/270, 26-27=-26/270, 25-26=-26/270, 23-25=-26/270, 22-23=-26/270, 21-22=-26/270, 20-21=-26/270, 19-20=-26/270 WEBS 3-30=-22/590, 4-30=-931/226, 3-31=-744/4, 5-29=-720/183, 5-30=-158/749, 5-34=-52/303, 33-34=-67/323, 32-33=-65/394, 11-25=-641/118, 12-23=-90/373, 9-27=-662/123, 9-28=-159/1087 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-9-3, Exterior(2) 3-9-3 to 5-5-3, Interior(1) 5-5-3 to 12-4-0, Exterior(2) 12-4-0 to 15-6-4, Interior(1) 15-6-4 to 22-0-0, Exterior(2) 22-0-0 to 25-2-0, Interior(1) 25-2-0 to 30-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.Continued on page 2 December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss L1 Truss Type GABLE COMMON Qty 1 Ply 1 WF56 Job Reference (optional) I39671163 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:29 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-ZSM8wFOHcZG6gJU2dv6wL0m5bUK02YvR8JGaYmy7SkC NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=832. 11) N/A 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss L2 Truss Type Piggyback Base Qty 1 Ply 1 WF56 Job Reference (optional) I39671164 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-1ewW7bPvNtOzHT3FBdd9tEII6tkJnwVbMz?74Cy7SkB Scale = 1:69.4 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 24 25 26 27 28 29 30 31 32 33 34 4x6 4x6 4x6 5x6 3x10 4x4 3x10 4x4 3x4 3x4 5x8 8x8 5x10 7-1-37-1-3 14-4-87-3-5 22-0-07-7-8 29-8-07-8-0 -1-0-0 1-0-0 5-5-3 5-5-3 7-1-3 1-8-0 12-4-0 5-2-13 14-4-8 2-0-8 22-0-0 7-7-8 29-8-0 7-8-0 0-10-06-3-311-6-00-10-03-0-011-6-012.00 12 Plate Offsets (X,Y)-- [2:0-5-1,Edge], [4:0-4-4,0-1-12], [6:0-4-4,0-1-12], [8:0-2-8,Edge], [10:0-5-1,Edge], [11:0-2-8,0-3-0], [12:0-0-0,0-1-12], [13:0-5-8,Edge], [15:0-3-12,0-3-0] 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-MS 0.71 0.69 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.17 -0.29 0.07 (loc) 11-18 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 161 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 2-6-0, Right 2x6 SPF No.2 -H 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (4-9-14 max.): 4-5, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. 1 Row at midpt 7-13 WEBS 1 Row at midpt 7-11 REACTIONS.(lb/size)10=1186/0-3-8, 2=1248/0-3-8 Max Horz 2=218(LC 12) Max Uplift 10=-18(LC 13), 2=-67(LC 12) Max Grav 10=1223(LC 2), 2=1248(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1351/133, 4-5=-1090/155, 5-6=-1408/187, 6-7=-1121/207, 7-8=-910/184, 8-10=-1327/163 BOT CHORD 2-15=-143/938, 7-13=-267/230, 11-13=-111/1133, 10-11=-18/900 WEBS 4-15=-32/801, 5-15=-1057/140, 5-13=-273/129, 6-13=-66/841, 7-11=-440/137, 8-11=0/581, 13-15=-149/1229 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-5-3, Exterior(2) 5-5-3 to 7-1-3, Interior(1) 7-1-3 to 12-4-0, Exterior(2) 12-4-0 to 15-4-0, Interior(1) 15-4-0 to 22-0-0, Exterior(2) 22-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 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) 10 and 2. 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. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss L3 Truss Type Piggyback Base Qty 1 Ply 1 WF56 Job Reference (optional) I39671165 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:31 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-WqUvLwQX8BWqvceRlK9OQRrTrH3WWJLkbclhdfy7SkA Scale = 1:69.4 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 24 25 26 27 28 29 30 31 32 33 34 4x6 4x4 4x4 5x6 3x10 4x4 2x4 3x4 5x12 MT20HS 8x10 5x10 3x10 4x4 8-9-38-9-3 14-4-85-7-5 22-0-07-7-8 29-8-07-8-0 -1-0-0 1-0-0 7-1-3 7-1-3 8-9-3 1-8-0 12-4-0 3-6-13 14-4-8 2-0-8 22-0-0 7-7-8 29-8-0 7-8-0 0-10-07-11-311-6-00-10-03-0-011-6-012.00 12 Plate Offsets (X,Y)-- [2:0-5-1,Edge], [6:0-2-4,0-1-12], [8:0-2-8,Edge], [10:0-5-1,Edge], [11:0-2-8,0-3-0], [12:0-0-0,0-1-12], [13:0-6-0,0-0-12], [15:0-4-4,0-3-0] 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-MS 0.71 0.69 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.17 -0.31 0.07 (loc) 11-18 15-22 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 162 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 2-6-0, Right 2x6 SPF No.2 -H 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (4-9-13 max.): 4-5, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. 1 Row at midpt 7-13 WEBS 1 Row at midpt 7-11 REACTIONS.(lb/size)10=1186/0-3-8, 2=1248/0-3-8 Max Horz 2=218(LC 12) Max Uplift 10=-18(LC 13), 2=-67(LC 12) Max Grav 10=1236(LC 2), 2=1274(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1335/145, 4-5=-995/168, 5-6=-1376/202, 6-7=-1146/211, 7-8=-922/185, 8-10=-1344/166 BOT CHORD 2-15=-119/930, 7-13=-275/222, 11-13=-111/1157, 10-11=-18/911 WEBS 4-15=-13/651, 5-15=-919/72, 6-13=-107/909, 7-11=-442/137, 8-11=0/594, 13-15=-113/1207 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-1-3, Exterior(2) 7-1-3 to 8-9-3, Interior(1) 8-9-3 to 12-4-0, Exterior(2) 12-4-0 to 15-4-0, Interior(1) 15-4-0 to 22-0-0, Exterior(2) 22-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 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) 10 and 2. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss M1 Truss Type Half Hip Qty 1 Ply 1 WF56 Job Reference (optional) I39671166 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:31 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-WqUvLwQX8BWqvceRlK9OQRrdNHB7WW9kbclhdfy7SkA Scale = 1:27.3 1 2 3 4 6 5 5x6 2x4 3x4 2x4 3x4 4-0-04-0-0 -1-0-0 1-0-0 1-4-13 1-4-13 4-0-0 2-7-3 3-8-04-10-010.00 12 Plate Offsets (X,Y)-- [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-MP 0.10 0.14 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 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=138/Mechanical, 6=228/0-3-8 Max Horz 6=-91(LC 10) Max Uplift 5=-70(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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 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. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss M2 Truss Type Monopitch Qty 3 Ply 1 WF56 Job Reference (optional) I39671167 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-_12HYGR9vUehXmDdI1gdyfOfYhTMFyStqGUE95y7Sk9 Scale = 1:52.8 1 2 4 3 5 2x4 2x4 3x6 3x4 6-4-06-4-0 6-4-0 6-4-0 2-10-09-2-012.00 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-MP 0.65 0.39 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.20 -0.00 (loc) 3-4 3-4 3 l/defl >907 >363 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-3REACTIONS.(lb/size)4=242/0-3-8, 3=242/Mechanical Max Horz 4=183(LC 12) Max Uplift 3=-201(LC 12) Max Grav 4=254(LC 21), 3=282(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 3=201. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss M3 Truss Type Monopitch Qty 3 Ply 1 WF56 Job Reference (optional) I39671168 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-_12HYGR9vUehXmDdI1gdyfOfnhTuFxHtqGUE95y7Sk9 Scale = 1:54.0 1 2 4 3 5 2x4 2x4 3x6 3x4 6-6-86-6-8 6-6-8 6-6-8 2-10-09-4-812.00 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-MP 0.70 0.42 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 -0.00 (loc) 3-4 3-4 3 l/defl >820 >328 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-3REACTIONS.(lb/size)4=250/0-3-8, 3=250/Mechanical Max Horz 4=189(LC 12) Max Uplift 3=-205(LC 12) Max Grav 4=261(LC 21), 3=291(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-4-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 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) 3=205. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss N1 Truss Type Piggyback Base Qty 2 Ply 1 WF56 Job Reference (optional) I39671169 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Dec 19 12:24:30 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-jFmJlb5_UWlxu6cyDnO0pA7TZYmA0IaId_v_1Ay7P8V Scale = 1:77.3 12 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 22 23 24 25 26 27 28 29 30 5x6 3x6 4x9 4x7 2x4 3x8 1.5x4 3x4 3x4 3x4 1.5x4 5x9 5x6 4x6 5x9 3x5 5x6 9-4-139-4-13 18-0-68-7-9 26-7-158-7-9 35-3-88-7-9 37-5-02-1-8 -1-0-0 1-0-0 4-8-7 4-8-7 9-4-13 4-8-6 15-10-10 6-5-13 22-4-6 6-5-13 28-10-3 6-5-13 35-4-0 6-5-13 37-5-0 2-1-0 0-8-08-6-011-6-09-9-33-0-011-6-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [4:0-3-0,0-2-1], [9:0-3-0,0-2-1], [13:0-6-12,0-2-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.57 0.89 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.45 0.19 (loc) 16-18 16-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-11 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. 1 Row at midpt 9-13 WEBS 1 Row at midpt 5-18, 6-14, 8-14, 10-11 REACTIONS.(lb/size)2=1552/0-3-8, 11=1490/Mechanical Max Horz 2=231(LC 12) Max Uplift 2=-63(LC 9), 11=-122(LC 9) Max Grav 2=1552(LC 1), 11=1560(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-1977/157, 3-22=-1891/177, 3-23=-1783/158, 4-23=-1712/182, 4-24=-1324/185, 5-24=-1324/185, 5-6=-1777/196, 6-7=-1443/157, 7-8=-1443/157, 8-25=-1532/190, 9-25=-1532/190, 9-10=-477/61, 10-11=-1565/141 BOT CHORD 2-18=-233/1440, 18-26=-214/1730, 17-26=-214/1730, 17-27=-214/1730, 16-27=-214/1730, 16-28=-210/1696, 15-28=-210/1696, 15-29=-210/1696, 14-29=-210/1696, 14-30=-35/380, 13-30=-35/380, 9-13=-1066/186 WEBS 4-18=-9/827, 5-18=-712/167, 6-14=-554/125, 8-14=-428/158, 9-14=-215/1601, 10-13=-118/1287 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-4-13, Exterior(2) 9-4-13 to 13-7-11, Interior(1) 13-7-11 to 35-3-8, Exterior(2) 35-3-8 to 37-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 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 capable of withstanding 63 lb uplift at joint 2 and 122 lb uplift at joint 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss N2 Truss Type Piggyback Base Qty 2 Ply 1 WF56 Job Reference (optional) I39671170 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Dec 19 12:24:44 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-JxcbiNGmBpWxaGhe1keIN6ir0BXeIZ9MrAIjWMy7P8H Scale = 1:73.7 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3x6 6x6 3x6 5x6 3x4 4x9 4x9 3x4 1.5x4 1.5x4 3x8 3x4 4x5 3x8 3x6 9-3-79-3-7 19-2-159-11-8 27-10-28-7-3 37-5-09-6-14 -1-0-0 1-0-0 6-6-1 6-6-1 13-0-0 6-5-15 19-2-15 6-2-15 25-5-14 6-2-15 31-8-13 6-2-15 37-5-0 5-8-3 0-8-011-6-06-9-311-6-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [5:0-4-4,0-2-0], [9:0-3-0,0-2-1] 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-MS 0.70 0.95 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.74 0.09 (loc) 14-16 14-16 11 l/defl >999 >608 n/a L/d 240 180 n/a PLATES MT20 Weight: 203 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-3 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-14, 8-12 2 Rows at 1/3 pts 9-11 REACTIONS.(lb/size)2=1552/0-3-8, 11=1490/Mechanical Max Horz 2=271(LC 12) Max Uplift 2=-66(LC 12), 11=-20(LC 8) Max Grav 2=1635(LC 2), 11=1648(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-2109/132, 3-20=-1934/161, 3-4=-1973/207, 4-21=-1899/216, 5-21=-1864/239, 5-22=-1401/214, 6-22=-1401/214, 6-7=-1401/214, 7-8=-1401/214, 8-23=-1059/174, 9-23=-1059/174 BOT CHORD 2-26=-224/1557, 26-27=-224/1557, 16-27=-224/1557, 16-28=-137/1230, 15-28=-137/1230, 15-29=-137/1230, 14-29=-137/1230, 14-30=-113/1206, 13-30=-113/1206, 13-31=-113/1206, 12-31=-113/1206, 12-32=-48/689, 32-33=-48/689, 11-33=-48/689 WEBS 3-16=-346/244, 5-16=-111/711, 5-14=-124/435, 6-14=-397/150, 8-14=-41/414, 8-12=-752/192, 9-12=-75/1158, 9-11=-1493/126 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 31-8-13, Exterior(2) 31-8-13 to 35-11-11, Interior(1) 35-11-11 to 37-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 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 capable of withstanding 66 lb uplift at joint 2 and 20 lb uplift at joint 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss N3 Truss Type Piggyback Base Qty 1 Ply 1 WF56 Job Reference (optional) I39671171 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Dec 19 12:24:59 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-Nq0GrVRAfQPptaKXQNPpUHqPWEedJMLZI?Q0Y?y7P82 Scale = 1:74.3 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3x6 6x6 3x6 5x6 5x6 3x8 3x6 4x9 4x7 3x4 1.5x4 3x8 1.5x4 3x4 3x8 3x8 4x6 9-3-79-3-7 18-4-149-1-7 27-10-29-5-4 37-5-09-6-14 -1-0-0 1-0-0 6-6-1 6-6-1 13-0-0 6-5-15 18-4-14 5-4-14 23-9-12 5-4-14 29-2-10 5-4-14 30-9-6 1-6-12 33-3-9 2-6-3 37-5-0 4-1-7 0-8-010-2-611-6-06-9-311-6-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [5:0-4-4,0-2-0], [9:0-4-4,0-2-0], [11:0-4-10,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.68 0.98 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.62 0.09 (loc) 13-14 13-14 13 l/defl >999 >724 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 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-4 max.): 5-9, 10-11. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-16, 8-14 2 Rows at 1/3 pts 10-13 REACTIONS.(lb/size)2=1552/0-3-8, 13=1490/Mechanical Max Horz 2=271(LC 12) Max Uplift 2=-66(LC 12), 13=-29(LC 13) Max Grav 2=1634(LC 2), 13=1630(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-2098/130, 3-22=-1923/159, 3-4=-1964/203, 4-23=-1853/219, 5-23=-1850/236, 5-24=-1398/211, 6-24=-1398/211, 6-7=-1398/211, 7-8=-1398/211, 8-25=-1063/173, 9-25=-1063/173, 9-10=-1324/203 BOT CHORD 2-28=-225/1556, 28-29=-225/1556, 18-29=-225/1556, 18-30=-131/1231, 17-30=-131/1231, 17-31=-131/1231, 16-31=-131/1231, 16-32=-118/1265, 15-32=-118/1265, 15-33=-118/1265, 14-33=-118/1265, 14-34=-68/896, 34-35=-68/896, 13-35=-68/896 WEBS 3-18=-350/243, 5-18=-118/680, 5-16=-117/467, 6-16=-340/131, 8-16=-32/333, 8-14=-650/156, 9-14=-70/704, 10-14=-24/398, 10-13=-1572/121 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2) 13-0-0 to 16-0-0, Interior(1) 16-0-0 to 29-2-10, Exterior(2) 29-2-10 to 30-9-6, Interior(1) 30-9-6 to 33-3-9, Exterior(2) 33-3-9 to 36-3-9, Interior(1) 36-3-9 to 37-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 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 capable of withstanding 66 lb uplift at joint 2 and 29 lb uplift at joint 13. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss N4 Truss Type Piggyback Base Qty 1 Ply 1 WF56 Job Reference (optional) I39671172 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Dec 19 12:25:14 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-RiQx_eda71IhAtzPo1AKbRyzmHmaKBynlrZJZdy7P7p Scale = 1:74.3 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 31 32 33 34 3x6 6x6 3x6 5x6 5x6 4x6 3x4 4x9 4x7 3x4 1.5x4 3x8 1.5x4 3x4 3x8 3x8 4x6 9-3-79-3-7 18-4-149-1-7 27-10-29-5-4 33-2-25-4-0 37-5-04-2-14 -1-0-0 1-0-0 6-6-1 6-6-1 13-0-0 6-5-15 18-4-14 5-4-14 23-9-12 5-4-14 29-2-10 5-4-14 33-2-2 3-11-9 35-8-6 2-6-3 37-5-0 1-8-10 0-8-08-2-611-6-06-9-311-6-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [5:0-4-4,0-2-0], [9:0-4-4,0-2-0], [11:Edge,0-2-11] 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-MS 0.68 0.95 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.59 0.09 (loc) 13-14 13-14 13 l/defl >999 >757 n/a L/d 240 180 n/a PLATES MT20 Weight: 208 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-7 max.): 5-9, 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 14-16. WEBS 1 Row at midpt 6-16, 8-14, 10-13 REACTIONS.(lb/size)2=1552/0-3-8, 13=1490/Mechanical Max Horz 2=271(LC 12) Max Uplift 2=-66(LC 12), 13=-29(LC 13) Max Grav 2=1627(LC 2), 13=1613(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-2088/130, 3-22=-1913/159, 3-4=-1954/203, 4-23=-1843/219, 5-23=-1840/235, 5-24=-1387/206, 6-24=-1387/206, 6-7=-1387/206, 7-8=-1387/206, 8-25=-1046/169, 9-25=-1046/169, 9-26=-1267/173, 10-26=-1327/157 BOT CHORD 2-27=-225/1548, 27-28=-225/1548, 18-28=-225/1548, 18-29=-125/1224, 17-29=-125/1224, 17-30=-125/1224, 16-30=-125/1224, 16-31=-107/1250, 15-31=-107/1250, 15-32=-107/1250, 14-32=-107/1250, 14-33=-71/727, 33-34=-71/727, 13-34=-71/727 WEBS 3-18=-350/243, 5-18=-118/680, 5-16=-117/460, 6-16=-341/131, 8-16=-32/344, 8-14=-652/165, 9-14=-20/591, 10-14=-29/473, 10-13=-1532/162 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2) 13-0-0 to 16-0-0, Interior(1) 16-0-0 to 29-2-10, Exterior(2) 29-2-10 to 32-2-10, Interior(1) 32-2-10 to 35-8-6, Exterior(2) 35-8-6 to 37-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 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 capable of withstanding 66 lb uplift at joint 2 and 29 lb uplift at joint 13. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss N5 Truss Type Piggyback Base Qty 1 Ply 1 WF56 Job Reference (optional) I39671173 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Dec 19 12:25:28 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-0PGExQoMqK3ir125czRcAOXMDwYicZmqz0y23py7P7b Scale = 1:73.7 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 31 32 33 3x6 6x6 3x6 5x6 5x6 2x4 3x8 4x9 4x7 3x4 1.5x4 3x8 1.5x4 3x4 3x8 4x7 9-3-79-3-7 18-4-149-1-7 27-10-29-5-4 37-5-09-6-14 -1-0-0 1-0-0 6-6-1 6-6-1 13-0-0 6-5-15 18-4-14 5-4-14 23-9-12 5-4-14 29-2-10 5-4-14 35-5-11 6-3-1 37-5-0 1-11-5 0-8-06-3-711-6-06-3-711-6-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [5:0-4-4,0-2-0], [9:0-3-0,0-2-1] 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-MS 0.68 0.90 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.52 0.08 (loc) 13-15 12-13 12 l/defl >999 >864 n/a L/d 240 180 n/a PLATES MT20 Weight: 205 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-13 max.): 5-9, 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 8-13, 10-12 REACTIONS.(lb/size)12=1490/Mechanical, 2=1552/0-3-8 Max Horz 2=261(LC 12) Max Uplift 12=-26(LC 13), 2=-68(LC 12) Max Grav 12=1577(LC 2), 2=1618(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-2074/130, 3-21=-1899/160, 3-4=-1940/203, 4-22=-1829/219, 5-22=-1825/235, 5-23=-1373/206, 6-23=-1373/206, 6-7=-1373/206, 7-8=-1373/206, 8-24=-1021/172, 9-24=-1021/172, 9-25=-1241/158, 10-25=-1345/141 BOT CHORD 2-26=-218/1541, 26-27=-218/1541, 17-27=-218/1541, 17-28=-121/1213, 16-28=-121/1213, 16-29=-121/1213, 15-29=-121/1213, 15-30=-98/1228, 14-30=-98/1228, 14-31=-98/1228, 13-31=-98/1228, 13-32=-52/447, 32-33=-52/447, 12-33=-52/447 WEBS 3-17=-351/243, 5-17=-118/678, 5-15=-119/453, 6-15=-344/132, 8-15=-32/364, 8-13=-651/173, 9-13=-11/554, 10-13=-45/649, 10-12=-1495/201 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2) 13-0-0 to 16-0-0, Interior(1) 16-0-0 to 29-2-10, Exterior(2) 29-2-10 to 32-2-10, Interior(1) 32-2-10 to 37-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 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 capable of withstanding 26 lb uplift at joint 12 and 68 lb uplift at joint 2. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss P1 Truss Type PIGGYBACK Qty 2 Ply 3 WF56 Job Reference (optional) I39671174 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-HNzw0gWYFeXhtrFzC0IGk7A0jWy?O87vRsh6vBy7Sk2 Scale = 1:13.8 1 2 3 4 5 6 4x4 2x4 2x4 2x4 4-8-04-8-0 2-4-0 2-4-0 4-8-0 2-4-0 0-5-32-4-00-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] 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-P 0.01 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=108/3-6-10, 4=108/3-6-10, 6=111/3-6-10 Max Horz 2=-41(LC 10) Max Uplift 2=-19(LC 13), 4=-24(LC 13) Max Grav 2=108(LC 1), 4=108(LC 1), 6=111(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss P2 Truss Type PIGGYBACK Qty 5 Ply 1 WF56 Job Reference (optional) I39671175 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-2vSyiPcaN5XZq4sWghR83pVNGkhbGm?5H6dXAjy7Sjw Scale = 1:13.8 1 2 3 4 5 6 4x4 2x4 2x4 2x4 4-8-04-8-0 2-4-0 2-4-0 4-8-0 2-4-0 0-5-32-4-00-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] 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-P 0.04 0.03 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 120 120 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=108/3-6-10, 4=108/3-6-10, 6=111/3-6-10 Max Horz 2=-41(LC 10) Max Uplift 2=-19(LC 13), 4=-24(LC 13) Max Grav 2=108(LC 1), 4=108(LC 1), 6=111(LC 3) 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss P3 Truss Type GABLE Qty 1 Ply 1 WF56 Job Reference (optional) I39671176 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-W60KvldC8PfQSERiEPyNc12Xe81i?D0EVmM4iAy7Sjv Scale = 1:31.6 1 2 3 4 5 67 10 9 8 11 12 13 14 4x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-8-09-8-0 4-10-0 4-10-0 9-8-0 4-10-0 0-5-34-10-00-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [6:0-2-6,0-1-0] 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-P 0.07 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 120 120 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 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 8-6-10. (lb) - Max Horz 2=-90(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2 except 10=-110(LC 12), 8=-110(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 4-10-0, Exterior(2) 4-10-0 to 7-10-0, Interior(1) 7-10-0 to 9-5-8 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 10=110, 8=110. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss P4 Truss Type PIGGYBACK Qty 2 Ply 1 WF56 Job Reference (optional) I39671177 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-_Iai64eqvjnH3N0uo6Tc8EbfgYL3kgmOkQ6dEcy7Sju Scale = 1:31.6 1 2 3 45 6 7 8 9 10 4x4 2x4 2x4 2x4 9-8-09-8-0 4-10-0 4-10-0 9-8-0 4-10-0 0-5-34-10-00-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] 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-P 0.30 0.16 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.02 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=227/8-6-10, 4=227/8-6-10, 6=273/8-6-10 Max Horz 2=-90(LC 10) Max Uplift 2=-42(LC 13), 4=-46(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 4-10-0, Exterior(2) 4-10-0 to 7-10-0, Interior(1) 7-10-0 to 9-5-8 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss P5 Truss Type PIGGYBACK Qty 1 Ply 4 WF56 Job Reference (optional) I39671178 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-_Iai64eqvjnH3N0uo6Tc8EbiEYNtkgXOkQ6dEby7Sju Scale = 1:31.6 1 2 3 45 6 7 8 9 10 4x4 2x4 2x4 2x4 9-8-09-8-0 4-10-0 4-10-0 9-8-0 4-10-0 0-5-34-10-00-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] 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-P 0.08 0.04 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=227/8-6-10, 4=227/8-6-10, 6=273/8-6-10 Max Horz 2=-90(LC 10) Max Uplift 2=-42(LC 13), 4=-46(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 4-10-0, Exterior(2) 4-10-0 to 7-10-0, Interior(1) 7-10-0 to 9-5-8 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 5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss P6 Truss Type PIGGYBACK Qty 1 Ply 1 WF56 Job Reference (optional) I39671179 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-SU84KQfSg0v7hXb5Mp_rhS7sjxhFT61Xz4rBn2y7Sjt Scale = 1:28.5 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 16-2-1016-2-10 4-5-14 4-5-14 11-8-12 7-2-14 16-2-10 4-5-14 0-4-133-7-60-1-80-4-130-1-83-7-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [6:0-2-0,0-1-13], [8:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.09 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-11-8. (lb) - Max Horz 2=-69(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 13, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=328(LC 23), 13=315(LC 1), 10=315(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-251/98 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-3-3 to 3-3-3, Exterior(2) 3-3-3 to 4-5-14, Corner(3) 4-5-14 to 7-5-14, Exterior(2) 7-5-14 to 11-8-12, Corner(3) 11-8-12 to 14-8-12, Exterior(2) 14-8-12 to 15-11-7 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 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 13, 10, 8. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss P7 Truss Type PIGGYBACK Qty 1 Ply 1 WF56 Job Reference (optional) I39671180 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-whiSXmf4RK1_JhAHvXV4Efg1VL0eCZcgCkbkJVy7Sjs Scale = 1:32.5 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 18-8-1318-8-13 2-7-1 2-7-1 16-1-12 13-6-11 18-8-13 2-7-1 0-4-132-0-60-1-80-4-130-1-82-0-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-2-0,0-1-13], [7:0-2-0,0-1-13], [8:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.15 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-5-11. (lb) - Max Horz 2=-38(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 13, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=316(LC 23), 13=335(LC 23), 10=335(LC 24) 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-3 to 6-9-15, Interior(1) 6-9-15 to 16-1-12, Exterior(2) 16-1-12 to 18-5-10 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 studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 11, 13, 10, and 8. This connection is for uplift only and does not consider lateral forces. 10) Non Standard bearing condition. Review required. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss P8 Truss Type PIGGYBACK Qty 1 Ply 1 WF56 Job Reference (optional) I39671181 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Dec 19 12:25:52 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-J0jJzd4QAi4Ikjtj00sF8SXaGbxsEVTNUlmJvQy7P7D Scale = 1:31.5 1 2 3 4 5 6 7 8 9 14 13 12 11 15 16 17 18 19 10 4x4 3x4 3x4 3x6 4x6 2x4 1x4 2x4 1x4 2x4 1x4 18-8-1318-8-13 4-11-14 4-11-14 11-2-12 6-2-14 15-4-9 4-1-13 17-10-12 2-6-3 18-8-13 0-10-1 0-4-134-0-60-1-80-1-84-0-610.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-0-0], [2:0-4-9,0-1-8], [3:0-2-4,0-0-0], [4:0-1-12,Edge], [7:0-2-0,0-1-13], [9:0-2-0,0-1-4] 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 0.16 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-11-7. (lb) - Max Horz 2=75(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 14, 11 Max Grav All reactions 250 lb or less at joint(s) 9, 2, 11, 10 except 12=310(LC 24), 14=362(LC 23) 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 4-11-14, Exterior(2) 4-11-14 to 7-11-14, Interior(1) 7-11-14 to 11-2-12, Exterior(2) 11-2-12 to 14-2-12, Interior(1) 14-2-12 to 15-4-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 14, 11. 10) Non Standard bearing condition. Review required. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss P9 Truss Type Piggyback Qty 1 Ply 1 WF56 Job Reference (optional) I39671182 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-s3pDyShKyxHiY?Jg1yYYJ4lN59i6gSTzf24rNNy7Sjq Scale = 1:36.6 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 16-2-1016-2-10 7-4-10 7-4-10 8-9-15 1-5-5 16-2-10 7-4-10 0-4-136-0-60-1-80-4-130-1-86-0-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [6:0-2-0,0-1-13], [8:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.15 0.15 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-11-7. (lb) - Max Horz 2=116(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2 except 13=-132(LC 12), 10=-132(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=332(LC 22), 13=381(LC 19), 10=380(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-260/174, 7-10=-259/173 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 7-4-10, Exterior(2) 7-4-10 to 13-0-14, Interior(1) 13-0-14 to 15-11-7 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 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 13=132, 10=132. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss P10 Truss Type Piggyback Qty 10 Ply 1 WF56 Job Reference (optional) I39671183 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-HNzw0gWYFeXhtrFzC0IGk7A_CWwtO7TvRsh6vBy7Sk2 Scale = 1:43.2 1 2 3 4 5 67 11 10 9 8 12 13 14 15 16 17 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 3x4 16-2-1016-2-10 8-1-5 8-1-5 16-2-10 8-1-5 0-4-136-7-90-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [6:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.15 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-11-7. (lb) - Max Horz 2=127(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2 except 11=-143(LC 12), 8=-143(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=356(LC 22), 11=397(LC 19), 8=396(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-277/185, 5-8=-276/185 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 8-1-5, Exterior(2) 8-1-5 to 11-1-5, Interior(1) 11-1-5 to 15-11-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 11=143, 8=143. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss P11 Truss Type Piggyback Qty 1 Ply 1 WF56 Job Reference (optional) I39671184 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-lZXID?XB0yfYU?qAmjpVHLj9ZvG37bT3gWQfRdy7Sk1 Scale = 1:35.2 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 18 19 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 16-2-1016-2-10 6-10-10 6-10-10 9-3-15 2-5-5 16-2-10 6-10-10 0-4-135-7-60-1-80-4-130-1-85-7-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [6:0-2-0,0-1-13], [8:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.14 0.15 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-11-7. (lb) - Max Horz 2=108(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2 except 13=-122(LC 12), 10=-121(LC 13) Max Grav All reactions 250 lb or less at joint(s) 8, 2 except 12=313(LC 22), 13=368(LC 19), 10=367(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 6-10-10, Exterior(2) 6-10-10 to 13-6-14, Interior(1) 13-6-14 to 15-11-7 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 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 13=122, 10=121. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss P12 Truss Type Piggyback Qty 1 Ply 1 WF56 Job Reference (optional) I39671185 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-Dl5hRLYpnFnP69PMKQKkqYFKXJd7s20CuAACz4y7Sk0 Scale = 1:28.1 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 4x4 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 16-2-1016-2-10 4-2-6 4-2-6 6-3-12 2-1-6 14-1-9 7-9-13 16-2-10 2-1-1 0-4-133-4-81-7-60-1-80-4-130-1-81-7-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [7:0-1-12,Edge], [8:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-11-7. (lb) - Max Horz 2=-63(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=328(LC 24), 12=322(LC 1), 10=336(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-252/100 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 4-2-6, Exterior(2) 4-2-6 to 6-3-12, Interior(1) 6-3-12 to 14-1-9, Exterior(2) 14-1-9 to 15-11-7 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 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 11, 12, 10. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss P13 Truss Type PIGGYBACK Qty 1 Ply 1 WF56 Job Reference (optional) I39671186 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-hyf3ehYRYZvGkJ_Yu8rzMmoVejypbVQM7qvmWWy7Sk? Scale = 1:45.6 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 25-11-325-11-3 1-4-10 1-4-10 24-6-9 23-1-14 25-11-3 1-4-10 0-4-131-0-60-1-80-4-130-1-81-0-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-2-0,0-1-13], [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 0.16 0.13 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 12 12 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 24-8-1. (lb) - Max Horz 2=-19(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 17, 18, 14, 13, 11 Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 15=324(LC 1), 17=313(LC 24), 18=347(LC 23), 14=313(LC 23), 13=347(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-18=-253/92, 9-13=-253/92 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-3 to 5-7-9, Interior(1) 5-7-9 to 24-6-9, Exterior(2) 24-6-9 to 25-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 17, 18, 14, 13, 11. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss P14 Truss Type Piggyback Qty 1 Ply 1 WF56 Job Reference (optional) I39671187 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:43 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-98DRs1Z3Jt17LSZlRrMCvzLgO7I3KyTVMUfJ2yy7Sk_ Scale = 1:44.7 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 25-11-325-11-3 3-9-7 3-9-7 22-1-12 18-4-5 25-11-3 3-9-7 0-4-133-0-60-1-80-4-130-1-83-0-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-2-0,0-1-13], [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 0.16 0.13 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 12 12 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 24-8-1. (lb) - Max Horz 2=58(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 17, 18, 14, 13, 11 Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 15=321(LC 1), 17=329(LC 24), 18=331(LC 23), 14=329(LC 23), 13=331(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-17=-254/98, 8-14=-254/97 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 3-9-7, Exterior(2) 3-9-7 to 8-0-6, Interior(1) 8-0-6 to 22-1-12, Exterior(2) 22-1-12 to 25-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 17, 18, 14, 13, 11. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss P15 Truss Type Piggyback Qty 1 Ply 1 WF56 Job Reference (optional) I39671188 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-dKmp3Nah4A9_zc7x?ZtRRBtsnXeX3P5eb8OtZPy7Sjz Scale = 1:18.6 1 2 3 4 5 6 7 8 9 10 3x4 3x4 2x4 2x4 2x4 2x4 8-7-38-7-3 3-9-7 3-9-7 4-9-12 1-0-5 8-7-3 3-9-7 0-4-133-0-60-1-80-4-130-1-83-0-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [3:0-2-0,0-1-13], [5:0-2-0,0-1-13], [6:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.11 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=204/7-4-1, 6=204/7-4-1, 8=223/7-4-1 Max Horz 2=-58(LC 10) Max Uplift 2=-36(LC 12), 6=-42(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 3-9-7, Exterior(2) 3-9-7 to 8-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss P16 Truss Type PIGGYBACK Qty 1 Ply 1 WF56 Job Reference (optional) I39671189 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-dKmp3Nah4A9_zc7x?ZtRRBtr8Xem3PXeb8OtZPy7Sjz Scale = 1:29.6 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 3x4 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 3x4 15-7-315-7-3 2-2-14 2-2-14 9-2-14 7-0-0 11-3-10 2-0-12 15-7-3 4-3-9 0-4-131-8-143-5-80-1-80-4-130-1-81-8-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-2-0,0-1-13], [8:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.10 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-4-1. (lb) - Max Horz 2=65(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 8, 10, 12, 13 Max Grav All reactions 250 lb or less at joint(s) 8, 2 except 10=381(LC 1), 12=308(LC 23), 13=338(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-10=-283/85, 4-13=-255/111 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-3 to 5-2-14, Interior(1) 5-2-14 to 11-3-10, Exterior(2) 11-3-10 to 14-3-10, Interior(1) 14-3-10 to 15-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) N/A 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss P17 Truss Type PIGGYBACK Qty 1 Ply 1 WF56 Job Reference (optional) I39671190 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-5XKBHjbJrUHrbmi7ZGPg_OQ0hw_qosEopo8Q5ry7Sjy Scale = 1:16.7 1 2 3 4 5 6 7 8 9 10 3x4 3x4 2x4 2x4 2x4 2x4 8-7-38-7-3 1-4-10 1-4-10 7-2-9 5-9-14 8-7-3 1-4-10 0-4-131-0-60-1-80-4-130-1-81-0-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [3:0-2-0,0-1-13], [5:0-2-0,0-1-13], [6:0-2-1,0-1-0] 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 0.11 0.11 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=168/7-4-1, 6=168/7-4-1, 8=295/7-4-1 Max Horz 2=-19(LC 10) Max Uplift 2=-13(LC 9), 6=-14(LC 8), 8=-26(LC 9) 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-3 to 5-7-9, Interior(1) 5-7-9 to 7-2-9, Exterior(2) 7-2-9 to 8-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 8. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss P18 Truss Type PIGGYBACK Qty 1 Ply 1 WF56 Job Reference (optional) I39671191 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Dec 19 12:27:43 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-ZNxGGaQ21p3YYns21qMH8sdYmLm1ki7i?W9hIUy7P5U Scale = 1:39.0 1 2 3 4 5 6 7 8 13 12 11 10 14 15 16 9 3x4 4x4 4x9 3x4 6x8 2x8 1x4 2x4 1x4 2x4 1x4 0-7-100-7-10 7-6-46-10-10 14-9-87-3-4 22-10-48-0-12 23-0-30-1-15 4-7-10 4-7-10 10-11-9 6-3-14 14-8-9 3-9-0 22-6-6 7-9-13 23-0-3 0-5-13 0-4-133-8-140-1-40-2-80-1-83-8-1410.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-1-13], [6:0-1-12,Edge], [8:0-4-8,0-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.13 0.34 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 0.00 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 9-11: 2x8 SP No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 0-3-8. (lb) - Max Horz 2=69(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 12 Max Grav All reactions 250 lb or less at joint(s) except 8=786(LC 1), 2=359(LC 23), 12=385(LC 1), 9=273(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-293/21, 8-16=-281/38 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-3 to 3-6-2, Interior(1) 3-6-2 to 4-7-10, Exterior(2) 4-7-10 to 7-6-2, Interior(1) 7-6-2 to 10-11-9, Exterior(2) 10-11-9 to 13-11-9, Interior(1) 13-11-9 to 14-7-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss P19 Truss Type PIGGYBACK Qty 1 Ply 1 WF56 Job Reference (optional) I39671192 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-2vSyiPcaN5XZq4sWghR83pVLLkfrGla5H6dXAjy7Sjw Scale = 1:41.7 1 2 3 4 5 6 7 8 9 10 11 1213 19 18 17 16 15 14 20 21 22 23 3x4 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 23-0-323-0-3 7-0-7 7-0-7 8-6-12 1-6-5 12-3-12 3-9-0 20-1-9 7-9-13 23-0-3 2-10-10 0-4-135-8-142-7-60-1-80-4-130-1-85-8-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [6:0-2-0,0-1-13], [11:0-2-0,0-1-13], [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 0.14 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 12 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6, 8-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-1-14. (lb) - Max Horz 2=109(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 18, 15, 14 except 19=-128(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 16=355(LC 20), 18=393(LC 22), 19=342(LC 19), 15=331(LC 1), 14=293(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-16=-273/136, 9-15=-252/97 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-3 to 3-6-2, Interior(1) 3-6-2 to 7-0-7, Exterior(2) 7-0-7 to 11-6-2, Interior(1) 11-6-2 to 20-1-9, Exterior(2) 20-1-9 to 22-11-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 18, 15, 14 except (jt=lb) 19=128. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss Q1 Truss Type Piggyback Base Qty 3 Ply 1 WF56 Job Reference (optional) I39671193 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-KGNbAoizjFPZA9usbf3nrIIROZsMPkj7uipOwpy7Sjp Scale = 1:71.1 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 31 32 33 3x4 6x8 3x4 6x8 2x4 5x8 4x4 4x8 3x4 2x4 2x4 3x10 3x4 4x6 3x6 3x4 8-3-28-3-2 18-1-149-10-12 24-2-66-0-8 32-5-88-3-2 6-6-4 6-6-4 12-9-0 6-2-12 18-1-14 5-4-14 23-6-12 5-4-14 28-11-10 5-4-14 32-5-8 3-5-14 0-10-811-6-08-7-111-6-010.00 12 Plate Offsets (X,Y)-- [1:0-4-11,0-0-5], [5:0-6-4,0-2-0], [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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.63 0.91 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.41 -0.79 0.06 (loc) 14-16 14-16 11 l/defl >944 >488 n/a L/d 240 180 n/a PLATES MT20 Weight: 193 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 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-11 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 14-16. WEBS 1 Row at midpt 6-14, 8-12, 10-11, 9-11 REACTIONS.(lb/size)1=1293/Mechanical, 11=1293/0-3-8 Max Horz 1=274(LC 12) Max Uplift 1=-38(LC 12), 11=-58(LC 9) Max Grav 1=1374(LC 2), 11=1431(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1733/119, 3-5=-1668/227, 5-6=-1040/173, 6-8=-1040/173, 8-9=-795/144 BOT CHORD 1-16=-234/1299, 14-16=-117/969, 12-14=-84/837, 11-12=-37/371 WEBS 3-16=-328/257, 5-16=-154/720, 5-14=-103/257, 6-14=-340/131, 8-14=-58/474, 8-12=-742/175, 9-12=-96/1094, 9-11=-1250/137 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-9-0, Exterior(2) 12-9-0 to 16-11-15, Interior(1) 16-11-15 to 28-11-10, Exterior(2) 28-11-10 to 32-3-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 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 capable of withstanding 100 lb uplift at joint(s) 1. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss R1 Truss Type Piggyback Base Qty 2 Ply 1 WF56 Job Reference (optional) I39671194 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-pSxzN8ibUZYQnIT28Na0OVqamyCv8FcG6LZySGy7Sjo Scale = 1:75.3 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 22 23 24 25 26 27 28 29 30 31 32 33 34 3x6 6x8 3x6 5x6 3x4 5x10 4x4 4x6 3x4 2x4 3x10 2x4 3x4 3x10 3x4 3x10 4x8 9-5-49-5-4 18-1-148-8-10 27-8-129-6-14 37-2-09-5-4 6-6-4 6-6-4 12-9-0 6-2-12 18-1-14 5-4-14 23-6-12 5-4-14 28-11-10 5-4-14 32-11-1 3-11-7 37-2-0 4-2-15 0-10-811-6-04-8-011-6-010.00 12 Plate Offsets (X,Y)-- [1:0-5-15,Edge], [5:0-6-4,0-2-0], [9:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.71 0.96 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.52 0.09 (loc) 12-13 12-13 12 l/defl >999 >853 n/a L/d 240 180 n/a PLATES MT20 Weight: 208 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 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-14 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-15. WEBS 1 Row at midpt 6-15, 8-13, 10-12 REACTIONS.(lb/size)1=1481/Mechanical, 12=1481/Mechanical Max Horz 1=207(LC 12) Max Uplift 1=-52(LC 12), 12=-20(LC 13) Max Grav 1=1573(LC 2), 12=1603(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1981/180, 3-5=-1877/253, 5-6=-1370/224, 6-8=-1370/224, 8-9=-1029/189, 9-10=-1326/204 BOT CHORD 1-17=-188/1489, 15-17=-121/1206, 13-15=-97/1237, 12-13=-53/725 WEBS 3-17=-312/237, 5-17=-117/627, 5-15=-123/461, 6-15=-339/130, 8-15=-34/337, 8-13=-647/171, 9-13=-44/597, 10-13=-60/466, 10-12=-1511/127 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-9-0, Exterior(2) 12-9-0 to 16-11-15, Interior(1) 16-11-15 to 28-11-10, Exterior(2) 28-11-10 to 33-0-0, Interior(1) 33-0-0 to 37-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 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 capable of withstanding 100 lb uplift at joint(s) 1, 12. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss S1 Truss Type PIGGYBACK BASE Qty 4 Ply 1 WF56 Job Reference (optional) I39671195 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-HeVLaUjDFsgHPS2Ei45FxjNnSMeVtg6PL?IV_iy7Sjn Scale = 1:87.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14212019181716 15 29 30 31 32 33 34 35 36 37 38 39 40 41 3x6 6x8 3x6 5x6 4x6 4x8 3x4 4x8 3x4 3x4 4x6 4x4 2x4 4x8 2x4 3x4 4x8 3x6 5x6 4x8 9-5-49-5-4 18-1-148-8-10 27-8-129-6-14 37-2-09-5-4 37-2-10-0-1 43-2-05-11-15 6-6-4 6-6-4 12-9-0 6-2-12 18-1-14 5-4-14 23-6-12 5-4-14 28-11-10 5-4-14 33-0-13 4-1-4 37-2-1 4-1-4 43-2-0 5-11-15 44-2-0 1-0-0 0-10-811-6-012-6-00-8-012-6-010.00 12 Plate Offsets (X,Y)-- [1:0-4-7,0-0-7], [5:0-6-4,0-2-0], [9:0-4-4,0-2-0], [11:0-2-6,Edge], [13:0-0-0,0-0-12], [16:0-4-8,0-3-4] 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-MS 0.59 0.49 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.21 0.05 (loc) 19-21 17-19 16 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 BOT CHORD 2x6 SPF No.2 *Except* 12-15: 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SP No.3 SLIDER Left 2x4 SPF No.2 -H 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, except 2-0-0 oc purlins (4-10-10 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-15. WEBS 1 Row at midpt 6-19, 8-17, 10-16 REACTIONS.(lb/size)1=1446/Mechanical, 16=2068/0-3-8 Max Horz 1=-238(LC 8) Max Uplift 1=-57(LC 12), 16=-98(LC 13) Max Grav 1=1537(LC 2), 16=2108(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1946/167, 3-5=-1848/239, 5-6=-1331/208, 6-8=-1331/208, 8-9=-962/164, 9-10=-1244/163, 10-12=-117/521, 12-13=-205/524 BOT CHORD 1-21=-175/1514, 19-21=-129/1243, 17-19=-108/1232, 16-17=-22/660, 12-16=-332/195, 13-15=-310/241 WEBS 3-21=-325/231, 5-21=-115/635, 5-19=-130/434, 6-19=-341/131, 8-19=-31/367, 8-17=-662/168, 9-17=-15/573, 10-17=-48/540, 10-16=-1837/230 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-9-0, Exterior(2) 12-9-0 to 16-11-15, Interior(1) 16-11-15 to 28-11-10, Exterior(2) 28-11-10 to 33-0-13, Interior(1) 33-0-13 to 44-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 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 capable of withstanding 100 lb uplift at joint(s) 1. 9) 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss T1 Truss Type Common Qty 1 Ply 1 WF56 Job Reference (optional) I39671196 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-lq3kopkr0Ao81cdRGncUTww2hm3BcHyZaf23X8y7Sjm Scale = 1:37.8 1 2 3 6 5 4 7 8 9 10 3x4 3x4 2x4 4x4 4x4 4x4 4-9-04-9-0 9-6-04-9-0 4-9-0 4-9-0 9-6-0 4-9-0 0-11-85-8-80-11-812.00 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-MR 0.24 0.14 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=368/Mechanical, 4=368/Mechanical Max Horz 6=-89(LC 8) Max Uplift 6=-20(LC 13), 4=-20(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-346/68, 2-3=-346/68, 1-6=-316/84, 3-4=-316/84 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-9-0, Exterior(2) 4-9-0 to 7-9-0, Interior(1) 7-9-0 to 9-4-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 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) 6, 4. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss U1 Truss Type Common Qty 1 Ply 1 WF56 Job Reference (optional) I39671197 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-lq3kopkr0Ao81cdRGncUTww1qm2vcHuZaf23X8y7Sjm Scale = 1:34.3 1 2 3 4 6 5 10 11 12 2x4 4x8 3x6 3x4 4x4 3-9-43-9-4 8-10-85-1-4 3-9-4 3-9-4 8-10-8 5-1-4 9-10-8 1-0-0 1-9-54-11-10-8-010.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-0-1], [3:0-0-1,0-2-14], [3:Edge,0-0-1] 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-MP 0.29 0.22 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.05 -0.01 (loc) 5-9 5-9 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=346/Mechanical, 3=413/0-3-8 Max Horz 6=-98(LC 13) Max Uplift 6=-22(LC 13), 3=-34(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-282/59, 2-3=-330/51, 1-6=-329/71 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-9-4, Exterior(2) 3-9-4 to 6-9-4, Interior(1) 6-9-4 to 9-10-8 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 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) 6. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 3. This connection is for uplift only and does not consider lateral forces. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss V1 Truss Type Valley Qty 1 Ply 1 WF56 Job Reference (optional) I39671198 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-D1d6?9lTnUw?emCdqV8j08SERAQ8LkRipJnc3by7Sjl Scale = 1:25.1 1 2 3 42x4 4x4 2x4 2x4 0-0-40-0-4 7-3-67-3-2 3-7-11 3-7-11 7-3-6 3-7-11 0-0-43-7-110-0-412.00 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 0.17 0.09 0.03 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: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=157/7-2-14, 3=157/7-2-14, 4=212/7-2-14 Max Horz 1=64(LC 11) Max Uplift 1=-29(LC 13), 3=-29(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss V2 Truss Type Valley Qty 1 Ply 1 WF56 Job Reference (optional) I39671199 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-a_Q?2tpcc0YHlX4bc2jujBA6JB8O0?zRybVNkoy7Sjg Scale = 1:12.7 1 2 3 4 2x4 4x4 2x4 2x4 3-11-23-11-2 3-11-60-0-4 1-11-11 1-11-11 3-11-6 1-11-11 0-0-41-11-110-0-412.00 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 0.04 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=78/3-10-14, 3=78/3-10-14, 4=104/3-10-14 Max Horz 1=-31(LC 8) Max Uplift 1=-14(LC 13), 3=-14(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss V3 Truss Type Valley Qty 1 Ply 1 WF56 Job Reference (optional) I39671200 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-2B_NGDpENKg8MhfnAmE7FPiHWbUdlSLbBFEwGEy7Sjf Scale = 1:8.5 1 2 3 2x4 3x4 2x4 0-0-40-0-4 2-3-62-3-2 1-1-11 1-1-11 2-3-6 1-1-11 0-0-41-1-110-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.01 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=63/2-2-14, 3=63/2-2-14 Max Horz 1=-15(LC 8) Max Uplift 1=-3(LC 12), 3=-3(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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss V4 Truss Type Valley Qty 1 Ply 1 WF56 Job Reference (optional) I39671201 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-WNYlTZqs8do?_rEzkTmMocFPo_ofUvfkQv_Uphy7Sje Scale: 3/8"=1' 1 2 3 4 5 6 7 8 3x4 4x6 3x4 2x4 0-0-40-0-4 9-5-99-5-5 4-8-12 4-8-12 9-5-9 4-8-12 0-0-44-8-120-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.23 0.16 0.06 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: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=194/9-5-1, 3=194/9-5-1, 4=312/9-5-1 Max Horz 1=85(LC 9) Max Uplift 1=-28(LC 13), 3=-28(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-8-12, Exterior(2) 4-8-12 to 7-8-12, Interior(1) 7-8-12 to 9-1-5 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss V5 Truss Type Valley Qty 1 Ply 1 WF56 Job Reference (optional) I39671202 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-WNYlTZqs8do?_rEzkTmMocFRb_qEUvKkQv_Uphy7Sje Scale = 1:21.4 1 2 3 42x4 4x4 2x4 2x4 0-0-40-0-4 6-1-96-1-5 3-0-12 3-0-12 6-1-9 3-0-12 0-0-43-0-120-0-412.00 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 0.11 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=130/6-1-1, 3=130/6-1-1, 4=175/6-1-1 Max Horz 1=52(LC 11) Max Uplift 1=-24(LC 13), 3=-24(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss V6 Truss Type Valley Qty 1 Ply 1 WF56 Job Reference (optional) I39671203 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-_Z67hurUuxwsc?p9IAHbKqodvOApDMrueZj1L7y7Sjd Scale = 1:9.8 1 2 3 2x4 3x4 2x4 0-0-40-0-4 2-9-92-9-5 1-4-12 1-4-12 2-9-9 1-4-12 0-0-41-4-120-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.01 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=84/2-9-1, 3=84/2-9-1 Max Horz 1=-20(LC 8) Max Uplift 1=-3(LC 12), 3=-3(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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss V7 Truss Type Valley Qty 1 Ply 1 WF56 Job Reference (optional) I39671204 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-_Z67hurUuxwsc?p9IAHbKqod2OAEDMrueZj1L7y7Sjd Scale = 1:7.7 1 2 3 2x4 3x4 2x4 1-11-31-11-3 1-11-70-0-4 0-11-12 0-11-12 1-11-7 0-11-12 0-0-40-11-120-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.01 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=50/1-10-15, 3=50/1-10-15 Max Horz 1=-12(LC 8) Max Uplift 1=-2(LC 12), 3=-2(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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss V8 Truss Type Valley Qty 1 Ply 1 WF56 Job Reference (optional) I39671205 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-SmfWuEs6fF2jE8OMruoqt1KjPoTLyp51tDTatZy7Sjc Scale = 1:25.3 1 2 3 4 5 2x4 2x4 2x4 5-1-7 5-1-7 0-0-44-3-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.35 0.21 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 5-1-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=183/5-1-2, 3=183/5-1-2 Max Horz 1=115(LC 12) Max Uplift 3=-70(LC 12) Max Grav 1=183(LC 1), 3=192(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 4-11-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 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) 3. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss V9 Truss Type Valley Qty 1 Ply 1 WF56 Job Reference (optional) I39671206 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-SmfWuEs6fF2jE8OMruoqt1Km3oUcypR1tDTatZy7Sjc Scale = 1:37.0 1 2 3 5 4 6 72x4 2x4 2x4 2x4 2x4 7-6-4 7-6-4 0-0-46-3-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.18 0.13 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=85/7-5-15, 4=122/7-5-15, 5=351/7-5-15 Max Horz 1=176(LC 12) Max Uplift 4=-47(LC 12), 5=-135(LC 12) Max Grav 1=117(LC 21), 4=172(LC 19), 5=401(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-280/189 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-13 to 3-6-4, Interior(1) 3-6-4 to 7-4-8 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 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be SPF No.2 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) 4 except (jt=lb) 5=135. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss V10 Truss Type Valley Qty 1 Ply 1 WF56 Job Reference (optional) I39671207 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-D1d6?9lTnUw?emCdqV8j08SEGAPOLjHipJnc3by7Sjl Scale = 1:48.7 1 2 3 4 7 6 5 8 9 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-11-1 9-11-1 0-0-48-3-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.14 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.All bearings 9-10-12. (lb) - Max Horz 1=236(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-136(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=444(LC 19), 7=257(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-302/264 WEBS 3-6=-283/190 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 9-9-5 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 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be SPF No.2 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, 5, 7 except (jt=lb) 6=136. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss V11 Truss Type Valley Qty 1 Ply 1 WF56 Job Reference (optional) I39671208 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-hDAUDVm5Yn2sGwnpNCfyYL?Qpan94B6s1zX9b1y7Sjk Scale = 1:14.3 1 2 3 2x4 2x4 2x4 2-8-10 2-8-10 0-0-42-3-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 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: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=87/2-8-5, 3=87/2-8-5 Max Horz 1=55(LC 12) Max Uplift 3=-33(LC 12) Max Grav 1=87(LC 1), 3=91(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 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) 3. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss V12 Truss Type Valley Qty 1 Ply 1 WF56 Job Reference (optional) I39671209 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-hDAUDVm5Yn2sGwnpNCfyYL?R0anH4B6s1zX9b1y7Sjk Scale = 1:13.4 1 2 3 2x4 2x4 2x4 2-6-2 2-6-2 0-0-42-1-210.00 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 0.06 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=79/2-5-13, 3=79/2-5-13 Max Horz 1=49(LC 12) Max Uplift 3=-30(LC 12) Max Grav 1=79(LC 1), 3=82(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 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) 3. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss V13 Truss Type Valley Qty 1 Ply 1 WF56 Job Reference (optional) I39671210 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:00 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-9PksQrmjJ5Aju4M0xwAB5ZYbJz7FpeM?GdGj7Ty7Sjj Scale = 1:17.4 1 2 3 2x4 2x4 2x4 2-10-7 2-10-7 0-0-42-10-712.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=95/2-10-3, 3=95/2-10-3 Max Horz 1=72(LC 12) Max Uplift 3=-48(LC 12) Max Grav 1=95(LC 1), 3=102(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 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) 3. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss V14 Truss Type Valley Qty 1 Ply 1 WF56 Job Reference (optional) I39671211 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:00 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-9PksQrmjJ5Aju4M0xwAB5ZYcIz7rpeM?GdGj7Ty7Sjj Scale = 1:11.7 1 2 3 2x4 2x4 2x4 1-9-2 1-9-2 0-0-41-9-212.00 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 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=50/1-8-14, 3=50/1-8-14 Max Horz 1=38(LC 12) Max Uplift 3=-25(LC 12) Max Grav 1=50(LC 1), 3=54(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 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) 3. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss V15 Truss Type Valley Qty 1 Ply 1 WF56 Job Reference (optional) I39671212 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-5osdrXo_riQR7NVO3LCfA_dwVnorHYKIjxlqCMy7Sjh Scale = 1:27.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 17 163x4 3x4 3x4 3x4 3x4 3x4 4x4 3x4 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 13-11-613-11-2 1-4-4 1-4-4 2-7-0 1-2-11 4-2-7 1-7-8 5-3-12 1-1-4 6-2-4 0-10-8 6-11-11 0-9-7 7-9-2 0-9-7 8-7-10 0-10-8 9-8-15 1-1-4 11-4-6 1-7-8 12-7-2 1-2-11 13-11-6 1-4-4 0-0-41-4-42-0-62-10-13-2-153-5-53-6-00-0-412.00 12 6.60 12 5.98 12 4.42 12 2.68 12 0.90 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-14], [5:0-2-0,0-1-7], [6:0-2-0,0-1-7], [7:0-2-0,0-1-7], [9:0-2-0,0-1-7], [10:0-2-0,0-1-7], [11:0-2-0,0-1-7], [13:0-0-0,0-0-0], [14:0-2-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.11 0.11 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-10-14. (lb) - Max Horz 1=41(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 1, 15, 18, 16 Max Grav All reactions 250 lb or less at joint(s) 1, 15, 17 except 18=260(LC 23), 16=260(LC 24) 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 1-4-4, Interior(1) 1-4-4 to 13-7-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 15, 18, 16. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss V16 Truss Type VALLEY Qty 1 Ply 1 WF56 Job Reference (optional) I39671213 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-a_Q?2tpcc0YHlX4bc2jujBA5VB730?kRybVNkoy7Sjg Scale = 1:26.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 17 163x4 3x4 3x4 3x4 3x4 3x4 4x4 3x4 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 10-7-610-7-2 2-11-0 2-11-0 3-5-4 0-6-4 4-1-9 0-8-5 4-7-3 0-5-10 4-11-11 0-4-8 5-3-11 0-4-0 5-7-11 0-4-0 6-0-3 0-4-8 6-5-13 0-5-10 7-2-2 0-8-5 7-8-6 0-6-4 10-7-6 2-11-0 0-0-42-11-03-2-73-6-93-8-103-9-103-9-150-0-412.00 12 6.60 12 5.98 12 4.42 12 2.68 12 0.90 12 Plate Offsets (X,Y)-- [3:0-2-0,0-0-14], [5:0-2-0,0-1-7], [6:0-2-0,0-1-7], [7:0-2-0,0-1-7], [9:0-2-0,0-1-7], [10:0-2-0,0-1-7], [11:0-2-0,0-1-7], [12:0-0-0,0-0-0], [13:0-2-0,0-0-14], [14:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.09 0.11 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-6-14. (lb) - Max Horz 1=-57(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 15, 18, 16 Max Grav All reactions 250 lb or less at joint(s) 1, 15, 17, 18, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-252/98, 13-14=-252/97 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 2-11-0, Interior(1) 2-11-0 to 10-3-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss W1 Truss Type GABLE Qty 1 Ply 1 WF56 Job Reference (optional) I39671214 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-wyDu6atlQYAarIzYPbJ3QFtyMCsUhGgB6tC8P0y7Sjb Scale: 3/8"=1' 1 2 3 4 5 6 7 12 11 10 9 8 3x6 4x4 3x6 2x4 2x4 2x4 2x4 2x4 8-0-08-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 8-0-0 4-0-0 9-0-0 1-0-0 0-8-144-8-140-8-1412.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-1-8], [6:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 0.03 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 7 7 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 8-0-0. (lb) - Max Horz 12=97(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 12, 8, 11, 9 Max Grav All reactions 250 lb or less at joint(s) 12, 8, 10, 11, 9 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 4-0-0, Corner(3) 4-0-0 to 7-0-0, Exterior(2) 7-0-0 to 9-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8, 11, 9. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss W2 Truss Type Common Qty 3 Ply 1 WF56 Job Reference (optional) I39671215 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-O8nGJwtNBsIRTSYkzJqIySQ62c9mQiyKKXyhySy7Sja Scale = 1:35.1 1 2 3 4 5 6 7 8 17 18 19 20 3x6 3x4 3x6 3x4 2x4 4x4 4-0-04-0-0 8-0-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 8-0-0 4-0-0 9-0-0 1-0-0 0-8-144-8-140-8-1412.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [6:Edge,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.15 0.15 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.01 (loc) 8-15 8-15 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 -H 2-6-0, Right 2x4 SPF No.2 -H 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=380/0-3-8, 6=380/0-3-8 Max Horz 2=-97(LC 10) Max Uplift 2=-29(LC 12), 6=-29(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-0-0, Exterior(2) 4-0-0 to 7-0-0, Interior(1) 7-0-0 to 9-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 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 6. This connection is for uplift only and does not consider lateral forces. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss X1 Truss Type Piggyback Base Qty 1 Ply 1 WF56 Job Reference (optional) I39671216 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Dec 19 12:29:09 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-2w7nJ_T_nEuLs_Ra3tuRd?B9E0_euQ?Mnu_FKVy7P48 Scale = 1:68.6 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 3x4 6x6 3x5 6x6 3x4 4x9 4x9 1.5x4 1.5x4 6x8 3x4 1.5x4 3x4 4x10 3x5 8-3-28-3-2 18-1-149-10-12 25-6-87-4-10 29-2-103-8-2 32-5-03-2-6 -1-0-0 1-0-0 6-6-4 6-6-4 13-0-0 6-5-12 19-3-4 6-3-4 25-6-8 6-3-4 29-2-10 3-8-2 32-5-0 3-2-6 0-8-011-6-02-8-146-1-211-6-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [5:0-4-4,0-2-0], [9:0-4-4,0-2-0], [12:0-2-8,0-3-0] 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-MS 0.57 0.88 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -0.73 0.07 (loc) 14-16 14-16 11 l/defl >962 >530 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-2 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS.(lb/size)2=1352/0-3-8, 11=1290/Mechanical Max Horz 2=306(LC 12) Max Uplift 2=-56(LC 12), 11=-65(LC 9) Max Grav 2=1384(LC 2), 11=1290(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-1759/88, 3-20=-1582/112, 3-4=-1667/192, 4-21=-1594/202, 5-21=-1558/224, 5-22=-979/165, 6-22=-979/165, 6-7=-1423/217, 7-23=-1423/217, 8-23=-1423/217, 8-9=-1427/211 BOT CHORD 2-24=-244/1308, 24-25=-244/1308, 16-25=-244/1308, 16-26=-120/935, 15-26=-120/935, 15-27=-120/935, 14-27=-120/935, 8-12=-312/116, 11-12=-73/693 WEBS 3-16=-364/260, 5-16=-157/760, 6-14=-733/183, 12-14=-153/1360, 6-12=-50/503, 9-12=-135/1237, 9-11=-1286/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 29-2-10, Exterior(2) 29-2-10 to 32-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 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 capable of withstanding 100 lb uplift at joint(s) 2, 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 19,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6268A Truss Y1 Truss Type Common Qty 3 Ply 1 WF56 Job Reference (optional) I39671217 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:11 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jK7AeULQACxcpkEZ0m2HkUy8WFP-LXv0kcvdjTZ9imi74ksm1tVRdPpQucJdorRo0Ky7SjY Scale: 3/8"=1' 2 3 1 4 11 12 13 14 3x6 3x6 2x4 4x4 4-5-84-5-8 9-1-84-8-0 4-5-8 4-5-8 9-1-8 4-8-0 0-3-64-8-140-0-1412.00 12 Plate Offsets (X,Y)-- [3:0-1-9,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-MS 0.21 0.27 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 4-9 4-9 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=356/0-3-8, 3=353/0-3-8 Max Horz 1=-87(LC 8) Max Uplift 1=-13(LC 13), 3=-16(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-381/72, 2-3=-359/71 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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-5-8, Exterior(2) 4-5-8 to 7-5-8, Interior(1) 7-5-8 to 8-11-12 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 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) 3. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. December 19,2019 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 QtyBM1 7' 0" 2x12 SPF No.2 2 2BM2 7' 0" 2x12 SPF No.2 2 2Truss Connector Total ListManuf Product QtyHCP2 4HGUS28-2 3HTU28_SKL45 1HTU28_SKR45 1HUS26 21HUS28 5LGT4-SDS3 2Simpson LU24 53Simpson LU26 2One H2.5A 153TJC37 30Two H2.5A 6G1G2G3B1H1G4B2C1D1E1F1F2G5K1L1L2L3G6G7H2H3N3N4N5G8G9G9G10H4T1G11U1G12H5G13G14G15G15J 2J3J3 J4J4J 2G15H6 J5J2J6J7 J8 J9J10J9 J8J7J6G16M1J14J14J14G17G17W1G20X1J14G18G18J15J16J17J15J16J17J15J16J17J15J16J17G21J18J12V15V16V1V2V3V4V5V6V7V8V9V10V11V12V13V14P1P1P3P5P6P7P8P9P11P12P13P14P15P16P17P18P19Two H2.5ALGT4-SDS3LGT4-SDS3Two H2.5AHGUS28-2HUS28Two H2.5ATwo H2.5AHUS28LU26LU24LU24HUS26HUS26TJ C 3 7HCP2HCP2 TJC37TJC37T JC 37 T J C 3 7TJC37TJC37 TJC 3 7 TJC37LU24TJC37TJC37TJC37TJC37 LU24LU24LU24LUS28-2LUS28-2LU24LU26HGUS28-2HGUS28-2HTU28_SKL45HCP2HTU28_SKR45HCP2HUS28TJC37TJC37TJC37LU24TJC37TJC37HUS26HUS26HUS28HUS26LU24LU24LU24LU24LU24LU24LU24LU24HUS26TJC37TJC37TJC37TJC37LU24LU24A1(3) A2(2)D2(2)N1(2)N2(2)Q1(3)R1(2)S1(4)J1(8)H6(2)J11(6)J11(6)J13(4)M2(3)M3(3)W2(3)Y1(3)P2(5)P4(2)P10(10)8' 5"22' 0"17' 4"17' 2" 1' 8"7' 8" 2' 0" 22' 3"9' 9" 16' 4" 3' 2 1/4"1' 10"24' 2"17' 3 1/2"18' 10"10' 0"7' 0" 10' 2 1/2"20' 9 1/2"20' 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"7"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" 11"2' 0" 2' 0" 2' 0" 2' 0"2' 0"2' 0"Floor Area: 0Roof Area: 4990.54Hip Lines: 396.84Horizontal OH: 278.74Rake OH: 119.17Valley Lines: 197.24Ridge Lines: 96.67THIS 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 Framing Plan DiagramDesigner:Order #:Lot #:12/19/2019Subdivision:Date:Client:Model:Job Name:Roof Framing PlanWF56Sales Rep: