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Home My WebLink AboutGN010.0 - 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: I39671218 thru I39671394 My license renewal date for the state of Indiana is July 31, 2020. 19-6269A WF59 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 19-6269A Truss A1 Truss Type Roof Special Qty 1 Ply 1 WF59 Job Reference (optional) I39671218 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:X5yDZkCCxjwgDbRyJmEYu6y7qSb-nwfYAI?L_ZnK2ABKYy4SQLjz4vA77SH3gWQfRdy7Sk1 Scale = 1:42.6 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 16 17 18 19 20 21 22 4x6 4x4 5x6 4x6 5x6 3x4 3x10 3x4 3x6 7-4-97-4-9 7-7-150-3-6 14-7-76-11-8 22-0-07-4-9 -1-0-0 1-0-0 6-4-1 6-4-1 7-7-15 1-3-14 8-5-15 0-10-0 16-5-15 8-0-0 22-0-0 5-6-1 23-0-0 1-0-0 0-6-136-0-146-10-140-6-136-10-1412.00 12 Plate Offsets (X,Y)-- [2:0-1-10,0-4-0], [2:0-0-13,0-0-13], [4:0-2-4,0-1-12], [6:0-3-4,0-2-0], [7:0-0-13,0-0-13], [7:0-1-10,0-4-0], [7:0-3-0,0-0-10] 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-S 0.94 0.53 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.03 (loc) 2-11 2-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 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 4-6-3 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 3-4, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-9 REACTIONS.(lb/size)2=937/0-3-8, 7=937/0-3-8 Max Horz 2=-143(LC 9) Max Uplift 2=-205(LC 12), 7=-260(LC 12) Max Grav 2=1004(LC 18), 7=942(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1044/270, 3-4=-754/289, 4-5=-1124/428, 5-6=-766/285, 6-7=-1020/281 BOT CHORD 2-11=-146/697, 9-11=-194/898, 7-9=-111/661 WEBS 3-11=-65/482, 4-11=-393/887, 5-11=-976/443, 6-9=-22/355 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-1, Exterior(2) 6-4-1 to 8-5-15, Interior(1) 8-5-15 to 16-5-15, Exterior(2) 16-5-15 to 19-5-15, Interior(1) 19-5-15 to 23-0-0 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 7. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 19-6269A Truss A2 Truss Type Common Qty 5 Ply 1 WF59 Job Reference (optional) I39671219 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:X5yDZkCCxjwgDbRyJmEYu6y7qSb-FOlMySDdl52nCxZnckPg98SBRAJPLZ4ipJnc3by7Sjl Scale = 1:68.1 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 19 20 4x6 3x4 3x4 3x4 2x4 3x4 2x4 4x6 4x6 7-4-97-4-9 14-7-77-2-14 22-0-07-4-9 5-6-13 5-6-13 11-0-0 5-5-3 16-5-3 5-5-3 22-0-0 5-6-13 23-0-0 1-0-0 0-6-1311-6-130-6-1312.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-6], [1:0-1-10,0-4-0], [1:0-0-13,0-0-13], [3:0-3-0,0-1-8], [6:0-0-13,0-0-13], [6:0-1-10,0-4-0], [6:0-3-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.37 0.52 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.19 0.03 (loc) 8-10 1-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 5-0-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=866/0-3-8, 6=939/0-3-8 Max Horz 1=-227(LC 9) Max Uplift 1=-200(LC 12), 6=-217(LC 12) Max Grav 1=985(LC 19), 6=1046(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1166/270, 2-3=-1117/436, 3-5=-1112/425, 5-6=-1166/270 BOT CHORD 1-10=-185/863, 8-10=-25/542, 6-8=-96/763 WEBS 3-8=-304/668, 5-8=-400/342, 3-10=-307/676, 2-10=-402/348 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 23-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 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 19-6269A Truss A3 Truss Type Common Qty 2 Ply 1 WF59 Job Reference (optional) I39671220 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-UOJBQLXxd4J5KxYn7BsmCdXcZfHsRUGXnM4__4y7SjL Scale = 1:46.3 1 2 3 4 7 6 5 8 9 10 4x4 3x6 2x4 2x4 4x8 3x6 6-0-06-0-0 12-0-06-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 1-0-147-0-141-0-1412.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-8], [4:0-0-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.39 0.18 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.04 0.00 (loc) 6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7,4-5: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=539/0-3-8, 5=458/0-3-8 Max Horz 7=127(LC 8) Max Uplift 7=-69(LC 11), 5=-60(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-444/103, 3-4=-434/98, 2-7=-488/143, 4-5=-407/99 BOT CHORD 6-7=-239/299 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7 and 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 19-6269A Truss A4 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671221 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-BJwzWmfCG9agXTJijI26ckyByhWVnv1?4wWWKVy7SjB Scale = 1:82.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 22 23 24 25 26 27 28 29 30 31 32 335x12 MT20HS 5x6 5x6 5x6 3x6 6x8 3x6 4x8 2x4 3x4 3x6 3x10 2x4 3x4 3x4 3x4 4x8 8x10 2x4 4x6 3x4 3x4 9-5-59-5-5 18-11-59-5-15 28-5-49-5-15 36-11-118-6-7 43-3-126-4-1 4-10-7 4-10-7 9-5-5 4-6-15 15-9-5 6-4-0 22-1-4 6-4-0 28-5-4 6-4-0 30-11-2 2-5-14 36-11-11 6-0-9 43-3-12 6-4-1 44-3-12 1-0-0 1-1-99-0-011-0-00-8-32-0-011-0-010.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-1], [9:0-6-4,0-2-0], [13:0-3-2,0-0-11], [15:0-3-12,0-2-0], [18:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.90 0.93 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.77 0.18 (loc) 18-19 18-19 13 l/defl >999 >672 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 235 lb FT = 20% GRIP 169/123 127/93 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 3-4-11, Right 2x4 SPF No.2 -H 4-0-7 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-8-5 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 8-18 WEBS 1 Row at midpt 5-21, 7-19, 7-18, 9-15 REACTIONS.(lb/size)1=1732/Mechanical, 13=1793/0-3-8 Max Horz 1=-209(LC 7) Max Uplift 1=-159(LC 8), 13=-207(LC 12) Max Grav 1=1749(LC 2), 13=1793(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2234/386, 3-4=-2055/401, 4-5=-1565/346, 5-7=-2228/438, 7-8=-1983/416, 8-9=-1971/415, 9-11=-2310/542, 11-13=-2360/376 BOT CHORD 1-21=-291/1528, 19-21=-322/2080, 18-19=-310/2228, 8-18=-269/121, 13-15=-198/1700 WEBS 4-21=-148/990, 5-21=-934/232, 5-19=-42/463, 7-18=-475/160, 15-18=-147/1720, 9-18=-247/1217, 9-15=-287/303, 11-15=-343/282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 4-4-0, Interior(1) 4-4-0 to 9-5-5, Exterior(2) 9-5-5 to 15-9-5, Interior(1) 15-9-5 to 30-11-2, Exterior(2) 30-11-2 to 36-11-11, Interior(1) 36-11-11 to 44-3-12 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) All plates are MT20 plates unless otherwise indicated. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) 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) 1=159. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13. 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 19-6269A Truss A5 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671222 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-0THEmpjzs?KpFOms3Y9Ws?CD25agBemuTszqY9y7Sj5 Scale = 1:83.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 22 23 24 25 26 27 28 29 30 315x12 MT20HS 5x6 5x6 5x6 5x6 3x6 6x8 3x6 4x8 2x4 3x4 3x6 3x10 2x4 3x4 3x4 4x8 8x10 2x4 4x6 3x4 3x4 9-8-19-8-1 19-0-119-4-10 28-5-49-4-9 36-11-118-6-7 43-3-126-4-1 4-9-15 4-9-15 9-4-6 4-6-7 13-9-14 4-5-8 13-10-13 0-0-15 21-2-1 7-3-3 28-5-4 7-3-3 30-11-2 2-5-14 36-11-11 6-0-9 43-3-12 6-4-1 44-3-12 1-0-0 1-1-98-11-49-0-011-0-00-8-32-0-011-0-010.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-1], [5:0-2-8,0-2-4], [9:0-6-4,0-2-0], [13:0-3-2,0-0-11], [15:0-3-12,0-2-0], [18:0-4-8,Edge], [19:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.93 0.88 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.70 0.18 (loc) 19-21 18-19 13 l/defl >999 >738 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 235 lb FT = 20% GRIP 169/123 127/93 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 3-4-6, Right 2x4 SPF No.2 -H 4-0-7 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-5-10 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-17. 1 Row at midpt 8-18 WEBS 1 Row at midpt 5-21, 6-19, 6-18, 9-15 REACTIONS.(lb/size)1=1732/Mechanical, 13=1793/0-3-8 Max Horz 1=-207(LC 7) Max Uplift 1=-159(LC 8), 13=-207(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2225/377, 3-4=-2024/389, 4-5=-1555/339, 5-6=-2211/428, 6-8=-1963/407, 8-9=-1951/406, 9-11=-2311/523, 11-13=-2360/366 BOT CHORD 1-21=-294/1508, 19-21=-314/1925, 18-19=-319/2228, 8-18=-310/135, 13-15=-188/1700 WEBS 4-21=-162/1010, 5-21=-891/239, 5-19=-88/587, 6-18=-476/157, 15-18=-148/1692, 9-18=-254/1212, 9-15=-287/304, 11-15=-343/282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 4-4-0, Interior(1) 4-4-0 to 9-4-6, Exterior(2) 9-4-6 to 13-10-13, Interior(1) 13-10-13 to 30-11-2, Exterior(2) 30-11-2 to 35-3-2, Interior(1) 35-3-2 to 44-3-12 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) All plates are MT20 plates unless otherwise indicated. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) 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) 1=159. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13. 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 19-6269A Truss A6 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671223 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-Ufrc_9kbdISgtYL2dGglOCkNzVuew2S1hViO4by7Sj4 Scale = 1:81.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 22 23 24 25 26 27 28 29 30 31 325x12 MT20HS 5x6 5x6 5x6 6x8 5x12 MT20HS 3x6 6x8 3x6 4x8 2x4 2x4 3x6 5x8 3x4 3x4 8x10 4x8 2x4 4x6 3x4 3x4 9-8-19-8-1 19-0-119-4-10 28-5-49-4-9 35-8-127-3-8 43-3-127-7-0 6-11-10 6-11-10 11-5-2 4-5-8 13-10-13 2-5-11 21-2-1 7-3-3 28-5-4 7-3-3 30-11-2 2-5-14 36-11-11 6-0-9 43-3-12 6-4-1 44-3-12 1-0-0 1-1-96-11-49-0-011-0-00-8-32-0-011-0-010.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-12], [4:0-4-0,0-3-4], [5:0-9-0,0-2-0], [9:0-6-4,0-2-0], [13:0-3-2,0-0-11], [15:0-3-5,0-1-12], [18:0-4-8,Edge], [21:0-1-7,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.98 0.90 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.76 0.19 (loc) 19-21 18-19 13 l/defl >999 >683 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 237 lb FT = 20% GRIP 169/123 127/93 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 4-9-15, Right 2x4 SPF No.2 -H 4-0-9 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-0-13 max.): 3-4, 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-17. 1 Row at midpt 8-18 WEBS 1 Row at midpt 4-21, 6-19, 6-18, 9-15 REACTIONS.(lb/size)1=1732/Mechanical, 13=1793/0-3-8 Max Horz 1=-209(LC 7) Max Uplift 1=-200(LC 11), 13=-207(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2229/385, 3-4=-1989/396, 4-5=-3396/718, 5-6=-2213/442, 6-8=-1969/416, 8-9=-1958/415, 9-11=-2251/500, 11-13=-2347/376 BOT CHORD 1-21=-230/1528, 19-21=-256/1921, 18-19=-279/2233, 8-18=-305/133, 13-15=-198/1692 WEBS 3-21=-137/1237, 4-21=-2370/518, 5-21=-358/1560, 5-19=-108/651, 6-19=-312/156, 6-18=-475/139, 15-18=-123/1714, 9-18=-236/1241, 11-15=-317/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 4-4-0, Interior(1) 4-4-0 to 6-11-10, Exterior(2) 6-11-10 to 11-5-2, Interior(1) 11-5-2 to 13-10-13, Exterior(2) 13-10-13 to 18-2-13, Interior(1) 18-2-13 to 30-11-2, Exterior(2) 30-11-2 to 35-3-2, Interior(1) 35-3-2 to 44-3-12 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) All plates are MT20 plates unless otherwise indicated. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) 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) 1=200. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13. 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 19-6269A Truss A7 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671224 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:43 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-R2zNPrms9wjO6sVRkhiDTdqm1JdMOt2K9pBU9Uy7Sj2 Scale = 1:81.1 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 26 27 28 29 30 31 2x4 5x6 5x12 MT20HS 3x6 6x8 3x6 4x8 2x4 3x4 3x6 5x8 4x6 3x4 3x4 8x8 4x8 2x4 5x6 3x4 3x4 4x6 9-0-59-0-5 9-1-120-1-7 18-0-08-10-4 26-10-48-10-4 34-11-48-1-0 43-3-128-4-8 0-0-15 0-0-15 4-6-10 4-5-11 9-0-5 4-5-11 13-10-13 4-10-8 20-4-9 6-5-11 26-10-4 6-5-11 30-11-2 4-0-14 36-11-11 6-0-9 43-3-12 6-4-1 44-3-12 1-0-0 4-11-49-0-011-0-00-8-32-0-011-0-010.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0], [3:0-2-4,0-3-4], [4:0-9-4,0-2-4], [8:0-6-4,0-2-0], [12:0-3-2,0-0-3], [14:0-3-2,0-1-12], [17:0-2-12,Edge], [18:0-1-12,0-1-8], [20:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.82 0.75 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.62 0.17 (loc) 18-20 17-18 12 l/defl >999 >830 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 234 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-19: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Right 2x4 SPF No.2 -H 4-0-10 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-4-6 max.): 1-3, 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. 1 Row at midpt 7-17 WEBS 1 Row at midpt 5-18, 5-17, 8-14, 2-21 REACTIONS.(lb/size)12=1787/0-3-8, 21=1726/Mechanical Max Horz 21=-266(LC 12) Max Uplift 12=-203(LC 12), 21=-217(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2727/419, 3-4=-3503/599, 4-5=-2149/403, 5-7=-2032/406, 7-8=-2024/406, 8-10=-2197/458, 10-12=-2331/365 BOT CHORD 20-21=-208/1473, 18-20=-239/1894, 17-18=-267/2187, 7-17=-315/127, 12-14=-186/1681 WEBS 2-20=-240/1797, 4-18=-109/667, 5-18=-368/160, 5-17=-322/102, 14-17=-117/1609, 8-17=-212/1142, 8-14=-209/267, 10-14=-303/244, 3-20=-2444/460, 2-21=-2111/367, 4-20=-263/1582 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-6-10, Interior(1) 4-6-10 to 13-10-13, Exterior(2) 13-10-13 to 18-2-13, Interior(1) 18-2-13 to 30-11-2, Exterior(2) 30-11-2 to 35-3-2, Interior(1) 35-3-2 to 44-3-12 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) All plates are MT20 plates unless otherwise indicated. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) 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) 21=217. 9) 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. 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 19-6269A Truss A8 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671225 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-NQ47qXn6hXz6L9fps6khZ2v6s6ImsvDdc7gbDMy7Sj0 Scale = 1:71.0 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 27 28 29 303x10 4x4 4x4 6x8 3x6 6x8 3x6 3x6 2x4 3x4 3x6 3x4 2x4 4x4 3x4 8x8 4x8 2x4 4x6 3x4 3x4 7-9-07-9-0 15-2-87-5-8 22-8-07-5-8 30-9-08-1-0 39-1-88-4-8 5-0-1 5-0-1 9-8-9 4-8-9 16-2-5 6-5-11 22-8-0 6-5-11 26-8-14 4-0-14 32-9-7 6-0-9 39-1-8 6-4-1 40-1-8 1-0-0 0-10-149-0-011-0-00-8-32-0-011-0-010.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-6-4,0-2-0], [8:0-6-4,0-2-0], [12:0-3-2,0-0-11], [14:0-2-14,0-2-0], [17:0-2-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.80 0.82 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.43 0.13 (loc) 17-18 17-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 209 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-4-0, Right 2x4 SPF No.2 -H 4-0-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-11-13 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. 1 Row at midpt 7-17 WEBS 1 Row at midpt 5-18, 5-17, 8-14 REACTIONS.(lb/size)1=1564/0-3-8, 12=1626/0-3-8 Max Horz 1=-209(LC 7) Max Uplift 1=-152(LC 11), 12=-198(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2065/346, 3-4=-1867/391, 4-5=-1718/373, 5-7=-1729/380, 7-8=-1721/379, 8-10=-1959/440, 10-12=-2089/342 BOT CHORD 1-20=-255/1432, 18-20=-213/1352, 17-18=-247/1752, 7-17=-317/126, 12-14=-173/1501 WEBS 4-20=-108/348, 4-18=-164/766, 5-18=-470/187, 14-17=-110/1380, 8-17=-202/905, 8-14=-210/297, 10-14=-313/244 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-10-15, Interior(1) 3-10-15 to 9-8-9, Exterior(2) 9-8-9 to 15-2-15, Interior(1) 15-2-15 to 26-8-14, Exterior(2) 26-8-14 to 32-3-5, Interior(1) 32-3-5 to 40-1-8 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) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 12. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 19-6269A Truss A9 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671226 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-rdeV1tokSr5zzJE0QpGw5GSISWe?bMTmrnQ9lpy7Sj? Scale = 1:71.0 1 2 3 4 5 6 7 8 9 10 11 12 1320191817 16 15 14 21 22 23 24 25 26 27 28 29 30 31 32 6x8 3x6 6x8 3x6 5x8 4x4 4x4 3x6 2x4 2x4 3x6 3x4 2x4 4x4 3x4 8x8 4x8 2x4 4x6 3x4 3x4 7-9-07-9-0 15-2-87-5-8 22-8-07-5-8 30-9-08-1-0 39-1-88-4-8 -1-0-0 1-0-0 5-0-1 5-0-1 9-8-9 4-8-9 16-2-5 6-5-11 22-8-0 6-5-11 26-8-14 4-0-14 32-9-7 6-0-9 39-1-8 6-4-1 0-10-149-0-011-0-00-8-32-0-011-0-010.00 12 Plate Offsets (X,Y)-- [2:0-5-9,0-0-2], [5:0-6-4,0-2-0], [9:0-6-4,0-2-0], [13:0-3-2,0-0-11], [14:0-2-14,0-2-0], [17:0-2-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.74 0.82 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.43 0.13 (loc) 17-18 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 209 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-4-0, Right 2x4 SPF No.2 -H 4-0-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-11-13 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. 1 Row at midpt 8-17 WEBS 1 Row at midpt 6-18, 6-17, 9-14 REACTIONS.(lb/size)2=1626/0-3-8, 13=1564/Mechanical Max Horz 2=-200(LC 7) Max Uplift 2=-170(LC 11), 13=-179(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2061/340, 4-5=-1863/385, 5-6=-1718/371, 6-8=-1729/381, 8-9=-1722/380, 9-11=-1963/442, 11-13=-2092/347 BOT CHORD 2-20=-258/1426, 18-20=-217/1341, 17-18=-251/1752, 8-17=-317/126, 13-14=-182/1505 WEBS 5-20=-107/343, 5-18=-164/768, 6-18=-471/188, 14-17=-114/1381, 9-17=-203/904, 9-14=-209/298, 11-14=-315/246 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-10-15, Interior(1) 2-10-15 to 9-8-9, Exterior(2) 9-8-9 to 15-2-15, Interior(1) 15-2-15 to 26-8-14, Exterior(2) 26-8-14 to 32-3-5, Interior(1) 32-3-5 to 39-1-8 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) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=179. 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 19-6269A Truss A10 Truss Type GABLE Qty 1 Ply 1 WF59 Job Reference (optional) I39671227 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Dec 19 12:32:15 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-ciM5Lbjf_OKyAafKyyE39Duzj_XSTjBkYr25rjy7P1E Scale = 1:50.0 1 2 3 4 5 6 7 11 810 24 25 26 27 28 29 9 30 31 32 33 34 35 4x4 4x6 4x6 5x6 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 TJC37 LU24 LU24 TJC373-2-13-2-1 9-6-16-4-1 12-8-03-1-15 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 13-8-0 1-0-0 0-10-37-2-30-10-31-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-1], [3:0-1-4,0-2-4], [5:0-1-4,0-2-4], [6:0-3-0,0-0-1] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.41 0.61 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.35 0.01 (loc) 3-5 3-5 6 l/defl >532 >209 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -à 1-2-11, Right 2x6 SPF No.2 -à 1-2-11 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. Except: 6-0-0 oc bracing: 3-5 REACTIONS.All bearings 3-5-8 except (jt=length) 9=0-3-8, 10=0-3-8. (lb) - Max Horz 2=-142(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 10 except 11=-115(LC 21), 8=-117(LC 20) Max Grav All reactions 250 lb or less at joint(s) 11, 8 except 2=561(LC 15), 6=557(LC 14), 9=285(LC 13), 10=284(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-731/115, 3-4=-355/91, 4-5=-355/91, 5-6=-727/111 BOT CHORD 2-11=-113/632, 10-11=-113/632, 10-24=-113/632, 24-25=-113/632, 25-26=-113/632, 26-27=-113/632, 27-28=-113/632, 28-29=-113/632, 9-29=-113/632, 8-9=-113/632, 6-8=-113/632, 3-30=-458/146, 30-31=-458/146, 31-32=-458/146, 32-33=-458/146, 33-34=-458/146, 34-35=-458/146, 5-35=-458/146 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 studs spaced at 2-0-0 oc. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10. 8) n/a 9) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 4-2-0 from the left end to connect truss(es) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 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 5-5-4 from the left end to 7-5-4 to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 8-6-0 from the left end to connect truss(es) to back face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 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 19-6269A Truss A10 Truss Type GABLE Qty 1 Ply 1 WF59 Job Reference (optional) I39671227 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Dec 19 12:32:15 2019 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-ciM5Lbjf_OKyAafKyyE39Duzj_XSTjBkYr25rjy7P1E LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 2-6=-20, 3-5=-20 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 19-6269A Truss A11 Truss Type Common Qty 1 Ply 1 WF59 Job Reference (optional) I39671228 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:X5yDZkCCxjwgDbRyJmEYu6y7qSb-BVLhpK1DHU9vvdwvD4d92zLcS7HvKxGVMUfJ2yy7Sk_ Scale = 1:47.1 1 2 3 4 5 8 7 6 9 10 11 12 4x4 3x4 3x4 4x8 4x6 4x6 6-4-06-4-0 12-8-06-4-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 13-8-0 1-0-0 0-10-37-2-30-10-312.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-2-0], [4:0-0-12,0-2-0] 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-S 0.42 0.20 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.04 0.01 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-8,4-6: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=561/0-3-8, 6=561/0-3-8 Max Horz 8=-142(LC 9) Max Uplift 8=-74(LC 11), 6=-74(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-468/103, 3-4=-468/103, 2-8=-508/148, 4-6=-508/148 BOT CHORD 7-8=-269/382, 6-7=-177/352 WEBS 2-7=-199/281, 4-7=-197/286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-0, Exterior(2) 6-4-0 to 9-4-0, Interior(1) 9-4-0 to 13-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 6. This connection is for uplift only and does not consider lateral forces. 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 19-6269A Truss A12 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671229 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:X5yDZkCCxjwgDbRyJmEYu6y7qSb-7uSRE03Tp5Pd9x3HLVgd7OQqEwoRoguopo8Q5ry7Sjy Scale = 1:74.1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 284x8 4x4 4x4 6x8 3x6 5x6 5x6 2x4 3x6 3x6 2x4 2x4 3x6 3x4 2x4 4x4 3x4 8x8 4x8 4x4 4x4 7-9-07-9-0 15-2-87-5-8 22-8-07-5-8 28-7-55-11-5 34-6-115-11-6 40-9-86-2-13 5-0-1 5-0-1 9-8-9 4-8-9 16-2-5 6-5-11 22-8-0 6-5-11 26-8-14 4-0-14 32-5-1 5-8-3 36-5-9 4-0-7 40-9-8 4-3-15 0-10-149-0-04-3-311-0-06-3-32-0-011-0-010.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-0-6], [4:0-6-4,0-2-0], [8:0-3-8,0-2-4], [10:0-1-12,0-1-8], [13:0-1-8,0-1-12], [15:0-3-4,0-2-0], [17:0-2-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.84 0.84 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.46 0.14 (loc) 17-18 17-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 230 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-1 max.): 4-8, 9-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. 1 Row at midpt 7-17 WEBS 1 Row at midpt 5-18, 5-17, 8-15, 10-12 REACTIONS.(lb/size)1=1626/Mechanical, 12=1626/0-3-8 Max Horz 1=182(LC 11) Max Uplift 1=-153(LC 11), 12=-201(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2153/349, 3-4=-1947/394, 4-5=-1799/377, 5-7=-1890/390, 7-8=-1882/389, 8-9=-2064/370, 9-10=-1416/219 BOT CHORD 1-20=-292/1495, 18-20=-234/1394, 17-18=-287/1852, 7-17=-327/129, 13-15=-290/1801, 12-13=-169/1033 WEBS 4-20=-108/343, 4-18=-167/819, 5-18=-530/189, 15-17=-221/1551, 8-17=-212/1009, 9-15=-560/164, 9-13=-1142/214, 10-13=-170/1260, 10-12=-1784/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 4-0-15, Interior(1) 4-0-15 to 9-8-9, Exterior(2) 9-8-9 to 13-9-8, Interior(1) 13-9-8 to 26-8-14, Exterior(2) 26-8-14 to 30-9-14, Interior(1) 30-9-14 to 40-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=153. 8) 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. 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 19-6269A Truss A13 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671230 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:X5yDZkCCxjwgDbRyJmEYu6y7qSb-4GaCfi4kLifLOFDgSwi5CpVAEkUjGbJ5H6dXAjy7Sjw Scale = 1:74.1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 31 324x8 4x4 4x4 6x8 3x6 5x6 5x6 2x4 3x6 3x6 2x4 2x4 3x6 3x4 2x4 4x4 3x4 8x8 4x8 4x4 4x4 7-9-07-9-0 15-2-87-5-8 22-8-07-5-8 28-7-55-11-5 34-6-115-11-6 40-9-86-2-13 5-0-1 5-0-1 9-8-9 4-8-9 16-2-5 6-5-11 22-8-0 6-5-11 26-8-14 4-0-14 30-0-4 3-3-6 35-3-2 5-2-14 40-9-8 5-6-6 0-10-149-0-06-3-311-0-08-3-32-0-011-0-010.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-0-6], [4:0-6-4,0-2-0], [8:0-3-8,0-2-4], [10:0-1-12,0-1-8], [13:0-1-8,0-1-12], [15:0-3-4,0-2-0], [17:0-2-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.88 0.85 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.47 0.14 (loc) 17-18 17-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 241 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-0 max.): 4-8, 9-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. 1 Row at midpt 7-17 WEBS 1 Row at midpt 11-12, 5-18, 5-17, 8-15, 9-13, 10-12 REACTIONS.(lb/size)1=1626/Mechanical, 12=1626/0-3-8 Max Horz 1=216(LC 11) Max Uplift 1=-161(LC 8), 12=-250(LC 8) Max Grav 1=1626(LC 1), 12=1652(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2153/340, 3-4=-1974/386, 4-5=-1850/366, 5-7=-1910/377, 7-8=-1902/377, 8-9=-2041/369, 9-10=-1103/175 BOT CHORD 1-20=-335/1502, 18-20=-255/1419, 17-18=-317/1893, 7-17=-332/125, 13-15=-267/1623, 12-13=-164/997 WEBS 4-20=-109/340, 4-18=-162/853, 5-18=-530/185, 15-17=-249/1580, 8-17=-204/1007, 9-15=-557/161, 9-13=-1075/188, 10-13=-124/1159, 10-12=-1769/292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 4-0-15, Interior(1) 4-0-15 to 9-8-9, Exterior(2) 9-8-9 to 13-9-8, Interior(1) 13-9-8 to 26-8-14, Exterior(2) 26-8-14 to 30-0-4, Interior(1) 30-0-4 to 40-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=161. 8) 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. 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 19-6269A Truss A14 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671231 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:X5yDZkCCxjwgDbRyJmEYu6y7qSb-0fiy3N6_tKv3dYN2aLkZHEbV9YABkVHOkQ6dEcy7Sju Scale = 1:74.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 314x8 4x4 4x4 6x8 3x6 6x8 3x4 3x6 2x4 2x4 3x6 3x4 2x4 4x4 3x4 4x8 8x8 5x8 2x4 4x6 5x8 7-9-07-9-0 15-2-87-5-8 22-8-07-5-8 28-7-55-11-5 34-6-115-11-6 40-9-86-2-13 5-0-1 5-0-1 9-8-9 4-8-9 16-2-5 6-5-11 22-8-0 6-5-11 26-8-14 4-0-14 27-7-8 0-10-9 34-0-12 6-5-4 40-9-8 6-8-12 0-10-149-0-08-3-311-0-010-3-32-0-011-0-010.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-0-6], [4:0-6-4,0-2-0], [8:0-6-0,0-1-12], [9:0-5-8,0-2-12], [11:0-3-0,0-1-8], [12:Edge,0-3-8], [13:0-2-0,0-2-4], [15:0-2-12,0-1-12], [17:0-2-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.91 0.85 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.46 0.13 (loc) 17-18 17-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 252 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-1 max.): 4-8, 9-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-17 WEBS 1 Row at midpt 11-12, 5-18, 5-17, 8-15, 9-15, 9-13, 10-13 REACTIONS.(lb/size)1=1626/Mechanical, 12=1626/0-3-8 Max Horz 1=250(LC 11) Max Uplift 1=-184(LC 8), 12=-304(LC 8) Max Grav 1=1626(LC 1), 12=1683(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2153/324, 3-4=-1973/369, 4-5=-1849/354, 5-7=-1907/360, 7-8=-1900/360, 8-9=-2010/368, 9-10=-897/168, 10-11=-877/160, 11-12=-1571/318 BOT CHORD 1-20=-375/1502, 18-20=-295/1418, 17-18=-356/1892, 7-17=-327/120, 13-15=-262/1479 WEBS 4-20=-109/340, 4-18=-155/852, 5-18=-530/179, 15-17=-278/1584, 8-17=-202/1020, 8-15=-93/276, 9-15=-658/182, 9-13=-1017/172, 10-13=-461/168, 11-13=-304/1669 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 4-0-15, Interior(1) 4-0-15 to 9-8-9, Exterior(2) 9-8-9 to 13-9-8, Interior(1) 13-9-8 to 26-8-14, Exterior(2) 26-8-14 to 27-7-8, Interior(1) 27-7-8 to 40-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=184. 8) 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. 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 19-6269A Truss A15 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671232 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:X5yDZkCCxjwgDbRyJmEYu6y7qSb-UrGKHj7ced1vFiyF82FoqS7gxxVrTuVXz4rBn2y7Sjt Scale = 1:70.7 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 275x8 4x4 4x4 5x6 3x6 3x4 4x6 3x6 3x4 2x4 4x4 3x4 3x4 3x4 4x4 4x4 3x6 4x6 8-4-08-4-0 16-4-88-0-8 24-5-08-0-8 32-5-88-0-8 40-9-88-4-0 5-0-1 5-0-1 9-8-9 4-8-9 17-4-15 7-8-6 25-1-5 7-8-6 32-9-10 7-8-6 40-9-8 7-11-14 0-10-149-0-010.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-0-2], [4:0-3-8,0-2-4], [9:0-1-12,0-1-12], [12:0-1-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.91 0.89 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.42 0.14 (loc) 15-17 14-15 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 SLIDER Left 2x6 SPF No.2 -H 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 9-4-4 oc bracing. WEBS 1 Row at midpt 10-11, 5-15, 5-14, 7-12 2 Rows at 1/3 pts 9-11 REACTIONS.(lb/size)1=1626/Mechanical, 11=1626/0-3-8 Max Horz 1=263(LC 11) Max Uplift 1=-194(LC 8), 11=-323(LC 8) Max Grav 1=1650(LC 2), 11=1727(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2206/325, 3-4=-2026/360, 4-5=-1981/364, 5-7=-1986/364, 7-9=-1372/250 BOT CHORD 1-17=-395/1542, 15-17=-305/1471, 14-15=-384/2026, 12-14=-365/1959, 11-12=-246/1330 WEBS 4-17=-93/362, 4-15=-193/888, 5-15=-483/202, 7-14=-5/350, 7-12=-912/180, 9-12=-83/1033, 9-11=-1963/364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 4-0-15, Interior(1) 4-0-15 to 9-8-9, Exterior(2) 9-8-9 to 15-5-13, Interior(1) 15-5-13 to 40-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=194. 8) 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. 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 19-6269A Truss A16 Truss Type Piggyback Base Qty 4 Ply 1 WF59 Job Reference (optional) I39671233 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:X5yDZkCCxjwgDbRyJmEYu6y7qSb-y2qiU37EPx9mtsXRhmm1NfgrnLrXCL_gCkbkJVy7Sjs Scale = 1:70.7 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 27 28 29 305x8 4x4 4x4 5x6 3x6 5x6 3x6 3x6 3x4 2x4 4x8 2x4 3x4 3x4 3x4 4x4 4x6 3x6 8-4-08-4-0 16-4-88-0-8 24-5-08-0-8 32-5-88-0-8 40-9-88-4-0 5-0-1 5-0-1 9-8-9 4-8-9 15-11-0 6-2-7 22-1-7 6-2-7 28-3-13 6-2-7 34-6-4 6-2-7 40-9-8 6-3-4 0-10-149-0-03-9-59-0-010.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-0-2], [4:0-3-8,0-2-4], [9:0-3-0,0-2-1], [11:Edge,0-2-0], [12:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.91 0.86 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.42 0.13 (loc) 15-17 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 211 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-9-11 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 9-11-7 oc bracing. WEBS 1 Row at midpt 5-15, 6-15, 6-14, 8-12, 9-11 REACTIONS.(lb/size)1=1626/Mechanical, 11=1626/0-5-8 Max Horz 1=175(LC 11) Max Uplift 1=-178(LC 8), 11=-195(LC 7) Max Grav 1=1634(LC 2), 11=1731(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2185/359, 3-4=-2006/394, 4-5=-1972/403, 5-6=-1954/396, 6-8=-1957/387, 8-9=-1333/292 BOT CHORD 1-17=-311/1528, 15-17=-271/1450, 14-15=-351/2013, 12-14=-287/1728, 11-12=-139/1056 WEBS 4-17=-92/369, 4-15=-221/906, 5-15=-401/150, 6-14=-317/124, 8-14=-79/573, 8-12=-957/250, 9-12=-177/1220, 9-11=-1741/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 4-0-15, Interior(1) 4-0-15 to 9-8-9, Exterior(2) 9-8-9 to 15-5-13, Interior(1) 15-5-13 to 34-6-4, Exterior(2) 34-6-4 to 40-3-8, Interior(1) 40-3-8 to 40-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=178. 8) 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. 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 19-6269A Truss A17 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671234 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:X5yDZkCCxjwgDbRyJmEYu6y7qSb-uQxTvl9UwYPU6AgqpBpVS4lIy9X?gFSzf24rNNy7Sjq Scale = 1:71.5 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3x4 5x6 5x6 3x6 5x6 3x6 3x6 3x4 4x8 2x4 3x4 3x4 3x4 4x4 4x6 4x6 3x6 8-4-08-4-0 16-4-88-0-8 24-5-08-0-8 32-5-88-0-8 40-9-88-4-0 5-10-8 5-10-8 9-8-9 3-10-1 15-11-0 6-2-7 22-1-7 6-2-7 28-3-13 6-2-7 34-6-4 6-2-7 40-9-8 6-3-4 4-4-05-9-109-0-03-9-59-0-03.00 12 10.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-2-4], [8:0-3-0,0-2-1], [10:Edge,0-2-0], [11:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.48 0.86 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.42 0.13 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 216 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 4-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-14, 5-13, 7-11, 2-17, 8-10 REACTIONS.(lb/size)17=1620/Mechanical, 10=1620/0-5-8 Max Horz 17=98(LC 10) Max Uplift 17=-223(LC 7), 10=-214(LC 7) Max Grav 17=1687(LC 2), 10=1734(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2046/367, 3-4=-1978/380, 4-5=-1960/373, 5-7=-1962/366, 7-8=-1335/280 BOT CHORD 16-17=-282/1545, 14-16=-260/1462, 13-14=-345/2018, 11-13=-283/1732, 10-11=-137/1058 WEBS 3-16=-73/373, 3-14=-198/894, 4-14=-404/150, 5-13=-311/121, 7-13=-76/576, 7-11=-951/247, 8-11=-175/1223, 2-17=-2093/315, 8-10=-1744/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-2-11, Interior(1) 4-2-11 to 9-8-9, Exterior(2) 9-8-9 to 13-9-8, Interior(1) 13-9-8 to 34-6-4, Exterior(2) 34-6-4 to 38-7-3, Interior(1) 38-7-3 to 40-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=223. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10. 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 19-6269A Truss A18 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671235 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:X5yDZkCCxjwgDbRyJmEYu6y7qSb-MdVr75A7hsXLkKF0NuKk_IIT4ZrVPmM7uipOwpy7Sjp Scale = 1:92.9 1 2 3 4 5 6 7 8 9 10 11 12222120191817161514 13 23 24 25 26 27 28 29 30 31 32 33 34 35 4x4 5x6 5x6 3x6 5x6 5x6 4x6 3x4 4x6 3x10 3x6 3x6 3x6 3x6 3x6 3x10 4x4 5x6 5x12 MT20HS 4x8 4x8 9-8-99-8-9 17-11-138-3-4 26-3-18-3-4 34-6-48-3-3 43-3-128-9-8 43-5-90-1-13 49-10-86-4-15 5-10-8 5-10-8 9-8-9 3-10-1 15-11-0 6-2-7 22-1-7 6-2-7 28-3-13 6-2-7 34-6-4 6-2-7 38-11-13 4-5-9 43-5-6 4-5-9 49-10-8 6-5-2 50-10-8 1-0-0 4-4-05-9-109-0-01-6-1211-0-00-4-32-0-011-0-03.00 12 10.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-12], [8:0-4-0,0-1-12], [10:0-3-0,0-3-0], [14:0-4-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.45 0.97 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.61 0.17 (loc) 15-17 21-22 11 l/defl >999 >860 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 251 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-3 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-21, 6-19, 6-17, 7-15, 9-14, 2-22 REACTIONS.(lb/size)11=303/0-3-0, 14=1997/0-3-8, 22=1736/Mechanical Max Horz 22=-255(LC 12) Max Uplift 11=-89(LC 12), 14=-251(LC 7), 22=-242(LC 7) Max Grav 11=303(LC 23), 14=1997(LC 1), 22=1784(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2135/394, 3-4=-1613/335, 4-6=-2235/428, 6-7=-2208/426, 7-8=-1529/341, 8-9=-2029/385, 9-10=-357/192 BOT CHORD 21-22=-290/1629, 19-21=-353/2134, 17-19=-364/2293, 15-17=-305/2090, 14-15=-225/1460, 10-14=-532/180 WEBS 3-21=-154/1087, 4-21=-954/226, 4-19=-36/466, 6-17=-263/110, 7-17=-53/541, 7-15=-1022/239, 8-15=-144/986, 9-14=-1849/213, 2-22=-2184/368 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 5-1-10, Interior(1) 5-1-10 to 9-8-9, Exterior(2) 9-8-9 to 14-8-7, Interior(1) 14-8-7 to 34-6-4, Exterior(2) 34-6-4 to 39-6-2, Interior(1) 39-6-2 to 50-10-8 zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) 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) 22=242. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11 and 14. 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 19-6269A Truss A19 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671236 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:X5yDZkCCxjwgDbRyJmEYu6y7qSb-J?dbXnBNDTo3zdPOUJMC4jNppMe6tijPL?IV_iy7Sjn Scale = 1:88.6 1 2 3 4 56 7 8 9 10 11 12222120191817161514 13 23 24 25 26 27 28 29 30 31 32 33 34 3x4 5x8 5x6 8x8 5x6 4x6 3x4 4x6 3x10 3x6 3x6 5x10 3x6 3x6 3x10 4x4 4x6 3x6 4x6 4x6 0-0-60-0-6 8-7-68-7-0 17-1-78-6-1 25-6-78-5-0 33-11-68-4-15 42-2-98-3-3 42-4-60-1-13 48-9-56-4-15 4-9-5 4-9-5 8-7-6 3-10-1 14-9-13 6-2-7 21-0-4 6-2-7 27-2-10 6-2-7 33-5-1 6-2-7 37-10-10 4-5-9 42-4-3 4-5-9 48-9-5 6-5-2 49-9-5 1-0-0 4-7-45-9-109-0-01-6-1211-0-00-4-32-0-011-0-03.00 12 10.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-1-12], [3:0-4-0,0-1-12], [5:0-0-0,0-1-12], [6:0-2-8,0-3-0], [8:0-5-2,0-2-2], [10:0-3-0,0-2-12], [14:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.50 0.45 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.39 0.12 (loc) 15-17 17-19 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 262 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x6 SPF No.2 BOT CHORD 2x4 SP DSS *Except* 10-13,11-13: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-1 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 6-19, 6-17, 7-15, 9-14, 2-22 REACTIONS.(lb/size)11=309/0-3-0, 14=2357/0-3-8 (req. 0-3-11), 22=1717/0-4-3 Max Horz 22=-260(LC 12) Max Uplift 11=-89(LC 12), 14=-275(LC 7), 22=-235(LC 7) Max Grav 11=309(LC 23), 14=2357(LC 1), 22=1765(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1922/364, 3-4=-1454/313, 4-6=-2157/420, 6-7=-2175/430, 7-8=-1500/355, 8-9=-2144/423, 9-10=-636/239 BOT CHORD 21-22=-223/1358, 19-21=-313/2026, 17-19=-331/2238, 15-17=-277/2085, 14-15=-192/1622, 10-14=-839/221 WEBS 2-21=-10/267, 3-21=-131/942, 4-21=-1036/238, 4-19=-47/538, 6-19=-279/104, 7-17=-39/489, 7-15=-1001/231, 8-15=-171/1051, 9-14=-1930/232, 2-22=-2014/349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-9-3, Interior(1) 4-9-3 to 8-7-6, Exterior(2) 8-7-6 to 13-5-15, Interior(1) 13-5-15 to 33-5-1, Exterior(2) 33-5-1 to 38-0-7, Interior(1) 38-0-7 to 49-9-5 zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) WARNING: Required bearing size at joint(s) 14 greater than input bearing size. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11 and 22. This connection is for uplift only and does not consider lateral forces. 8) H10A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14. This connection is for uplift only and does not consider lateral forces. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 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 19-6269A Truss A19 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671236 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:56 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-J?dbXnBNDTo3zdPOUJMC4jNppMe6tijPL?IV_iy7Sjn 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, 3-8=-60, 8-25=-60, 10-12=-60, 14-22=-20, 11-13=-20 Trapezoidal Loads (plf) Vert: 25=-115-to-10=-180 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-50, 3-8=-50, 8-25=-50, 10-12=-50, 22-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 14-34=-20, 11-13=-20 Trapezoidal Loads (plf) Vert: 25=-98-to-10=-153 3) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=25, 2-3=15, 3-23=23, 8-23=18, 8-25=20, 10-11=15, 11-12=11, 14-22=-6, 11-13=21 Horz: 1-2=-33, 2-3=-24, 8-9=29, 9-10=24, 10-11=24, 11-12=19 Drag: 3-23=-0, 4-23=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=52-to-9=48, 9=43-to-10=22 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=20, 3-24=18, 8-24=23, 8-25=15, 10-26=15, 11-26=25, 11-12=45, 14-22=-6, 11-13=21 Horz: 1-2=-24, 2-3=-29, 8-10=24, 10-26=24, 11-26=33, 11-12=53 Drag: 3-4=-0, 7-24=0, 8-24=0 Trapezoidal Loads (plf) Vert: 25=47-to-10=22 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-3=-44, 3-8=-29, 8-25=-44, 10-11=-32, 11-12=-27, 14-22=-20, 11-13=-15 Horz: 1-2=12, 2-3=24, 8-10=-24, 10-11=-12, 11-12=-7 Drag: 3-4=0, 7-8=-0 Trapezoidal Loads (plf) Vert: 25=-88-to-10=-113 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-3=-44, 3-8=-29, 8-25=-44, 10-11=-32, 11-12=-13, 14-22=-20, 11-13=-15 Horz: 1-2=12, 2-3=24, 8-10=-24, 10-11=-12, 11-12=7 Drag: 3-4=0, 7-8=-0 Trapezoidal Loads (plf) Vert: 25=-88-to-10=-113 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=-11, 3-8=22, 8-25=9, 10-11=10, 11-12=6, 14-22=-6, 11-13=8 Horz: 1-2=-30, 2-3=2, 8-10=17, 10-11=19, 11-12=14 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=30-to-10=5 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=9, 3-8=22, 8-25=-11, 10-11=1, 11-12=11, 14-22=-6, 11-13=8 Horz: 1-2=-20, 2-3=-17, 8-10=-2, 10-11=9, 11-12=19 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=10-to-10=-15 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-3=-31, 3-8=2, 8-25=-12, 10-11=-10, 11-12=-6, 14-22=-20, 11-13=-6 Horz: 1-2=-22, 2-3=11, 8-10=8, 10-11=10, 11-12=14 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=-47-to-10=-72 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-3=-12, 3-8=2, 8-25=-31, 10-11=-20, 11-12=-15, 14-22=-20, 11-13=-6 Horz: 1-2=-11, 2-3=-8, 8-10=-11, 10-11=0, 11-12=5 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=-66-to-10=-91 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=22, 3-8=9, 8-25=9, 10-11=9, 11-12=4, 14-22=-6, 11-13=-6 Horz: 1-2=-30, 2-3=-30, 8-10=17, 10-11=17, 11-12=13 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=20-to-10=-5 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge 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 19-6269A Truss A19 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671236 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:56 2019 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-J?dbXnBNDTo3zdPOUJMC4jNppMe6tijPL?IV_iy7Sjn LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=9, 2-3=9, 3-8=9, 8-25=22, 10-11=22, 11-12=17, 14-22=-6, 11-13=-6 Horz: 1-2=-17, 2-3=-17, 8-10=30, 10-11=30, 11-12=26 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=33-to-10=8 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=22, 3-8=9, 8-25=9, 10-11=9, 11-12=4, 14-22=-6, 11-13=-6 Horz: 1-2=-30, 2-3=-30, 8-10=17, 10-11=17, 11-12=13 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=20-to-10=-5 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-3=9, 3-8=9, 8-25=22, 10-11=22, 11-12=17, 14-22=-6, 11-13=-6 Horz: 1-2=-17, 2-3=-17, 8-10=30, 10-11=30, 11-12=26 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=33-to-10=8 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-3=2, 3-8=-12, 8-25=-12, 10-11=-12, 11-12=-7, 14-22=-20, 11-13=-20 Horz: 1-2=-22, 2-3=-22, 8-10=8, 10-11=8, 11-12=13 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=-42-to-10=-67 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-12, 3-8=-12, 8-25=2, 10-11=2, 11-12=6, 14-22=-20, 11-13=-20 Horz: 1-2=-8, 2-3=-8, 8-10=22, 10-11=22, 11-12=26 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=-29-to-10=-54 17) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-8=-20, 8-25=-20, 10-12=-20, 22-27=-20, 27-28=-60, 28-29=-20, 29-30=-60, 30-31=-20, 31-32=-60, 32-33=-20, 33-34=-60, 14-34=-20, 11-13=-20 Trapezoidal Loads (plf) Vert: 25=-48-to-10=-72 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-34, 2-3=-58, 3-8=-34, 8-25=-44, 10-11=-43, 11-12=-39, 22-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 14-34=-20, 11-13=-9 Horz: 1-2=-16, 2-3=8, 8-10=6, 10-11=7, 11-12=11 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=-97-to-10=-152 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 2-3=-44, 3-8=-34, 8-25=-58, 10-11=-50, 11-12=-47, 22-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20 , 31-32=-50, 32-33=-20, 33-34=-50, 14-34=-20, 11-13=-9 Horz: 1-2=-8, 2-3=-6, 8-10=-8, 10-11=0, 11-12=3 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=-112-to-10=-167 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-34, 2-3=-34, 3-8=-44, 8-25=-44, 10-11=-44, 11-12=-40, 22-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20 , 31-32=-50, 32-33=-20, 33-34=-50, 14-34=-20, 11-13=-20 Horz: 1-2=-16, 2-3=-16, 8-10=6, 10-11=6, 11-12=10 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=-94-to-10=-149 21) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-44, 2-3=-44, 3-8=-44, 8-25=-34, 10-11=-34, 11-12=-31, 22-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20 , 31-32=-50, 32-33=-20, 33-34=-50, 14-34=-20, 11-13=-20 Horz: 1-2=-6, 2-3=-6, 8-10=16, 10-11=16, 11-12=19 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=-84-to-10=-139 Continued on page 4 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 19-6269A Truss A19 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671236 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:56 2019 Page 4 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-J?dbXnBNDTo3zdPOUJMC4jNppMe6tijPL?IV_iy7Sjn LOAD CASE(S) Standard 22) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-8=-60, 8-25=-20, 10-12=-20, 14-22=-20, 11-13=-20 Trapezoidal Loads (plf) Vert: 25=-75-to-10=-140 23) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-8=-60, 8-25=-60, 10-12=-60, 14-22=-20, 11-13=-20 Trapezoidal Loads (plf) Vert: 25=-115-to-10=-180 24) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-50, 3-8=-50, 8-25=-20, 10-12=-20, 22-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 14-34=-20, 11-13=-20 Trapezoidal Loads (plf) Vert: 25=-68-to-10=-123 25) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-8=-50, 8-25=-50, 10-12=-50, 22-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 14-34=-20, 11-13=-20 Trapezoidal Loads (plf) Vert: 25=-98-to-10=-153 26) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=25, 2-3=15, 3-23=23, 8-23=18, 8-25=20, 10-11=15, 11-12=11, 14-22=-6, 11-13=21 Horz: 1-2=-33, 2-3=-24, 8-9=29, 9-10=24, 10-11=24, 11-12=19 Drag: 3-23=-0, 4-23=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=52-to-9=48, 9=43-to-10=22 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=20, 3-24=18, 8-24=23, 8-25=15, 10-26=15, 11-26=25, 11-12=45, 14-22=-6, 11-13=21 Horz: 1-2=-24, 2-3=-29, 8-10=24, 10-26=24, 11-26=33, 11-12=53 Drag: 3-4=-0, 7-24=0, 8-24=0 Trapezoidal Loads (plf) Vert: 25=47-to-10=22 28) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-3=-44, 3-8=-29, 8-25=-44, 10-11=-32, 11-12=-27, 14-22=-20, 11-13=-15 Horz: 1-2=12, 2-3=24, 8-10=-24, 10-11=-12, 11-12=-7 Drag: 3-4=0, 7-8=-0 Trapezoidal Loads (plf) Vert: 25=-88-to-10=-113 29) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-3=-44, 3-8=-29, 8-25=-44, 10-11=-32, 11-12=-13, 14-22=-20, 11-13=-15 Horz: 1-2=12, 2-3=24, 8-10=-24, 10-11=-12, 11-12=7 Drag: 3-4=0, 7-8=-0 Trapezoidal Loads (plf) Vert: 25=-88-to-10=-113 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=-11, 3-8=22, 8-25=9, 10-11=10, 11-12=6, 14-22=-6, 11-13=8 Horz: 1-2=-30, 2-3=2, 8-10=17, 10-11=19, 11-12=14 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=30-to-10=5 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=9, 3-8=22, 8-25=-11, 10-11=1, 11-12=11, 14-22=-6, 11-13=8 Horz: 1-2=-20, 2-3=-17, 8-10=-2, 10-11=9, 11-12=19 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=10-to-10=-15 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-3=-31, 3-8=2, 8-25=-12, 10-11=-10, 11-12=-6, 14-22=-20, 11-13=-6 Horz: 1-2=-22, 2-3=11, 8-10=8, 10-11=10, 11-12=14 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=-47-to-10=-72 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 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 19-6269A Truss A19 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671236 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:56 2019 Page 5 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-J?dbXnBNDTo3zdPOUJMC4jNppMe6tijPL?IV_iy7Sjn LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-9, 2-3=-12, 3-8=2, 8-25=-31, 10-11=-20, 11-12=-15, 14-22=-20, 11-13=-6 Horz: 1-2=-11, 2-3=-8, 8-10=-11, 10-11=0, 11-12=5 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=-66-to-10=-91 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=22, 3-8=9, 8-25=9, 10-11=9, 11-12=4, 14-22=-6, 11-13=-6 Horz: 1-2=-30, 2-3=-30, 8-10=17, 10-11=17, 11-12=13 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=20-to-10=-5 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-3=9, 3-8=9, 8-25=22, 10-11=22, 11-12=17, 14-22=-6, 11-13=-6 Horz: 1-2=-17, 2-3=-17, 8-10=30, 10-11=30, 11-12=26 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=33-to-10=8 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=22, 3-8=9, 8-25=9, 10-11=9, 11-12=4, 14-22=-6, 11-13=-6 Horz: 1-2=-30, 2-3=-30, 8-10=17, 10-11=17, 11-12=13 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=20-to-10=-5 37) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-3=9, 3-8=9, 8-25=22, 10-11=22, 11-12=17, 14-22=-6, 11-13=-6 Horz: 1-2=-17, 2-3=-17, 8-10=30, 10-11=30, 11-12=26 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=33-to-10=8 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-3=2, 3-8=-12, 8-25=-12, 10-11=-12, 11-12=-7, 14-22=-20, 11-13=-20 Horz: 1-2=-22, 2-3=-22, 8-10=8, 10-11=8, 11-12=13 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=-42-to-10=-67 39) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-12, 3-8=-12, 8-25=2, 10-11=2, 11-12=6, 14-22=-20, 11-13=-20 Horz: 1-2=-8, 2-3=-8, 8-10=22, 10-11=22, 11-12=26 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=-29-to-10=-54 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-34, 2-3=-58, 3-8=-34, 8-25=-44, 10-11=-43, 11-12=-39, 22-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20 , 31-32=-50, 32-33=-20, 33-34=-50, 14-34=-20, 11-13=-9 Horz: 1-2=-16, 2-3=8, 8-10=6, 10-11=7, 11-12=11 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=-97-to-10=-152 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 2-3=-44, 3-8=-34, 8-25=-58, 10-11=-50, 11-12=-47, 22-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20 , 31-32=-50, 32-33=-20, 33-34=-50, 14-34=-20, 11-13=-9 Horz: 1-2=-8, 2-3=-6, 8-10=-8, 10-11=0, 11-12=3 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=-112-to-10=-167 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-34, 2-3=-34, 3-8=-44, 8-25=-44, 10-11=-44, 11-12=-40, 22-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20 , 31-32=-50, 32-33=-20, 33-34=-50, 14-34=-20, 11-13=-20 Horz: 1-2=-16, 2-3=-16, 8-10=6, 10-11=6, 11-12=10 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=-94-to-10=-149 Continued on page 6 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 19-6269A Truss A19 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671236 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:19:56 2019 Page 6 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-J?dbXnBNDTo3zdPOUJMC4jNppMe6tijPL?IV_iy7Sjn LOAD CASE(S) Standard 43) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-44, 2-3=-44, 3-8=-44, 8-25=-34, 10-11=-34, 11-12=-31, 22-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 14-34=-20, 11-13=-20 Horz: 1-2=-6, 2-3=-6, 8-10=16, 10-11=16, 11-12=19 Drag: 3-4=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 25=-84-to-10=-139 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 19-6269A Truss A20 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671237 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:X5yDZkCCxjwgDbRyJmEYu6y7qSb-Bms6N8EtHiIVSFjAj9R8EZYVrzwqpWk?GdGj7Ty7Sjj Scale = 1:89.8 1 2 3 4 5 6 7 8 9 10 11 12 13 142726 15 23 22 21 20 19 18 17 16 25 24 28 29 30 31 32 33 34 35 36 6x8 8x8 3x6 8x8 5x6 2x4 3x4 4x6 6x10 4x8 3x6 3x6 3x6 3x6 3x6 3x10 4x4 5x6 8x8 4x6 3x6 2x4 2x4 2x4 4x6 3x6 0-0-6 0-0-6 2-5-13 2-5-7 5-5-1 2-11-4 8-1-2 2-8-1 16-10-15 8-9-14 25-2-11 8-3-12 33-6-6 8-3-11 41-8-4 8-1-14 41-10-1 0-1-13 48-3-0 6-4-15 4-3-0 4-3-0 8-1-2 3-10-1 14-3-8 6-2-7 20-5-15 6-2-7 26-8-6 6-2-7 32-10-12 6-2-7 37-4-6 4-5-9 41-9-15 4-5-9 48-3-0 6-5-2 49-3-0 1-0-0 4-8-145-9-109-0-01-6-1211-0-00-4-32-0-011-0-03.00 12 10.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-12], [3:0-4-8,0-2-8], [5:0-6-4,0-2-0], [10:0-5-2,0-2-2], [12:0-3-0,0-2-4], [16:0-4-4,0-3-0], [22:0-2-12,0-1-12], [24:0-3-8,Edge], [25:0-2-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.50 0.85 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.42 0.20 (loc) 17-19 21-22 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 277 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-12: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-20,20-23: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-15 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-22, 7-21, 7-19, 9-17, 11-16 REACTIONS.(lb/size)13=307/0-3-0, 16=2242/0-3-8, 27=1686/0-4-3 Max Horz 27=-262(LC 12) Max Uplift 13=-89(LC 12), 16=-272(LC 7), 27=-231(LC 7) Max Grav 13=307(LC 23), 16=2242(LC 1), 27=1686(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1269/201, 2-3=-1275/211, 3-4=-2291/355, 4-5=-2310/391, 5-6=-1332/299, 6-7=-2074/409, 7-9=-2096/422, 9-10=-1444/350, 10-11=-2079/419, 11-12=-546/237, 1-27=-1650/257 BOT CHORD 12-16=-745/220, 21-22=-306/1919, 19-21=-323/2154, 17-19=-272/2021, 16-17=-187/1560, 24-25=-311/1870 WEBS 6-22=-1057/238, 6-21=-50/562, 7-21=-283/109, 9-19=-35/465, 9-17=-979/228, 10-17=-168/1008, 11-16=-1892/228, 3-25=-1264/233, 22-24=-252/1668, 5-24=-234/1224, 1-25=-273/1769, 25-27=-180/341 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-2-15, Interior(1) 4-2-15 to 8-1-2, Exterior(2) 8-1-2 to 12-11-0, Interior(1) 12-11-0 to 32-10-12, Exterior(2) 32-10-12 to 37-6-2, Interior(1) 37-6-2 to 49-3-0 zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 27. This connection is for uplift only and does not consider lateral forces. 7) H10A 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. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) 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 19-6269A Truss A20 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671237 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:00 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-Bms6N8EtHiIVSFjAj9R8EZYVrzwqpWk?GdGj7Ty7Sjj 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, 5-10=-60, 10-30=-60, 12-14=-60, 26-27=-20, 13-15=-20, 16-23=-20, 24-25=-20 Trapezoidal Loads (plf) Vert: 30=-115-to-12=-140 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 3-5=-50, 5-10=-50, 10-30=-50, 12-14=-50, 26-27=-20, 13-15=-20, 23-32=-20, 32-33=-50, 20-33=-20, 20-34=-50, 34-35=-20, 35-36=-50, 16-36=-20, 24-25=-20 Trapezoidal Loads (plf) Vert: 30=-98-to-12=-123 3) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=25, 3-5=15, 5-28=23, 10-28=18, 10-30=20, 12-13=15, 13-14=11, 26-27=-6, 13-15=21, 16-23=-6, 24-25=-6 Horz: 1-3=-33, 3-5=-24, 10-11=29, 11-12=24, 12-13=24, 13-14=19 Drag: 5-28=-0, 6-28=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=52-to-11=48, 11=43-to-12=22 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=15, 3-5=20, 5-29=18, 10-29=23, 10-30=15, 12-31=15, 13-31=25, 13-14=45, 26-27=-6, 13-15=21, 16-23=-6, 24-25=-6 Horz: 1-3=-24, 3-5=-29, 10-12=24, 12-31=24, 13-31=33, 13-14=53 Drag: 5-6=-0, 9-29=0, 10-29=0 Trapezoidal Loads (plf) Vert: 30=47-to-12=22 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-32, 3-5=-44, 5-10=-29, 10-30=-44, 12-13=-32, 13-14=-27, 26-27=-20, 13-15=-15, 16-23=-20, 24-25=-20 Horz: 1-3=12, 3-5=24, 10-12=-24, 12-13=-12, 13-14=-7 Drag: 5-6=0, 9-10=-0 Trapezoidal Loads (plf) Vert: 30=-88-to-12=-113 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-32, 3-5=-44, 5-10=-29, 10-30=-44, 12-13=-32, 13-14=-13, 26-27=-20, 13-15=-15, 16-23=-20, 24-25=-20 Horz: 1-3=12, 3-5=24, 10-12=-24, 12-13=-12, 13-14=7 Drag: 5-6=0, 9-10=-0 Trapezoidal Loads (plf) Vert: 30=-88-to-12=-113 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=22, 3-5=-11, 5-10=22, 10-30=9, 12-13=10, 13-14=6, 26-27=-6, 13-15=8, 16-23=-6, 24-25=-6 Horz: 1-3=-30, 3-5=2, 10-12=17, 12-13=19, 13-14=14 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=30-to-12=5 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-5=9, 5-10=22, 10-30=-11, 12-13=1, 13-14=11, 26-27=-6, 13-15=8, 16-23=-6, 24-25=-6 Horz: 1-3=-20, 3-5=-17, 10-12=-2, 12-13=9, 13-14=19 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=10-to-12=-15 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=2, 3-5=-31, 5-10=2, 10-30=-12, 12-13=-10, 13-14=-6, 26-27=-20, 13-15=-6, 16-23=-20, 24-25=-20 Horz: 1-3=-22, 3-5=11, 10-12=8, 12-13=10, 13-14=14 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=-47-to-12=-72 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-5=-12, 5-10=2, 10-30=-31, 12-13=-20, 13-14=-15, 26-27=-20, 13-15=-6, 16-23=-20, 24-25=-20 Horz: 1-3=-11, 3-5=-8, 10-12=-11, 12-13=0, 13-14=5 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=-66-to-12=-91 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=22, 3-5=22, 5-10=9, 10-30=9, 12-13=9, 13-14=4, 26-27=-6, 13-15=-6, 16-23=-6, 24-25=-6 Horz: 1-3=-30, 3-5=-30, 10-12=17, 12-13=17, 13-14=13 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=20-to-12=-5 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge 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 19-6269A Truss A20 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671237 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:00 2019 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-Bms6N8EtHiIVSFjAj9R8EZYVrzwqpWk?GdGj7Ty7Sjj LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=9, 3-5=9, 5-10=9, 10-30=22, 12-13=22, 13-14=17, 26-27=-6, 13-15=-6, 16-23=-6, 24-25=-6 Horz: 1-3=-17, 3-5=-17, 10-12=30, 12-13=30, 13-14=26 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=33-to-12=8 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=22, 3-5=22, 5-10=9, 10-30=9, 12-13=9, 13-14=4, 26-27=-6, 13-15=-6, 16-23=-6, 24-25=-6 Horz: 1-3=-30, 3-5=-30, 10-12=17, 12-13=17, 13-14=13 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=20-to-12=-5 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 3-5=9, 5-10=9, 10-30=22, 12-13=22, 13-14=17, 26-27=-6, 13-15=-6, 16-23=-6, 24-25=-6 Horz: 1-3=-17, 3-5=-17, 10-12=30, 12-13=30, 13-14=26 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=33-to-12=8 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=2, 3-5=2, 5-10=-12, 10-30=-12, 12-13=-12, 13-14=-7, 26-27=-20, 13-15=-20, 16-23=-20, 24-25=-20 Horz: 1-3=-22, 3-5=-22, 10-12=8, 12-13=8, 13-14=13 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=-42-to-12=-67 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-12, 3-5=-12, 5-10=-12, 10-30=2, 12-13=2, 13-14=6, 26-27=-20, 13-15=-20, 16-23=-20, 24-25=-20 Horz: 1-3=-8, 3-5=-8, 10-12=22, 12-13=22, 13-14=26 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=-29-to-12=-54 17) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-5=-20, 5-10=-20, 10-30=-20, 12-14=-20, 26-27=-20, 13-15=-20, 23-32=-20, 32-33=-60, 20-33=-20, 20-34=-60, 34-35=-20, 35-36=-60, 16-36=-20, 24-25=-20 Trapezoidal Loads (plf) Vert: 30=-47-to-12=-73 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-34, 3-5=-58, 5-10=-34, 10-30=-44, 12-13=-43, 13-14=-39, 26-27=-20, 13-15=-9, 23-32=-20, 32-33=-50, 20-33=-20, 20-34=-50, 34-35=-20, 35-36=-50, 16-36=-20, 24-25=-20 Horz: 1-3=-16, 3-5=8, 10-12=6, 12-13=7, 13-14=11 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=-97-to-12=-122 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-5=-44, 5-10=-34, 10-30=-58, 12-13=-50, 13-14=-47, 26-27=-20, 13-15=-9, 23-32=-20, 32-33=-50, 20-33=-20, 20-34=-50, 34-35=-20, 35-36=-50, 16-36=-20, 24-25=-20 Horz: 1-3=-8, 3-5=-6, 10-12=-8, 12-13=0, 13-14=3 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=-112-to-12=-137 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-34, 3-5=-34, 5-10=-44, 10-30=-44, 12-13=-44, 13-14=-40, 26-27=-20, 13-15=-20, 23-32=-20, 32-33=-50, 20-33=-20, 20-34=-50, 34-35=-20, 35-36=-50, 16-36=-20, 24-25=-20 Horz: 1-3=-16, 3-5=-16, 10-12=6, 12-13=6, 13-14=10 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=-94-to-12=-119 21) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-44, 3-5=-44, 5-10=-44, 10-30=-34, 12-13=-34, 13-14=-31, 26-27=-20, 13-15=-20, 23-32=-20, 32-33=-50, 20-33=-20, 20-34=-50, 34-35=-20, 35-36=-50, 16-36=-20, 24-25=-20 Horz: 1-3=-6, 3-5=-6, 10-12=16, 12-13=16, 13-14=19 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=-84-to-12=-109 Continued on page 4 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 19-6269A Truss A20 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671237 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:00 2019 Page 4 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-Bms6N8EtHiIVSFjAj9R8EZYVrzwqpWk?GdGj7Ty7Sjj LOAD CASE(S) Standard 22) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-10=-60, 10-30=-20, 12-14=-20, 26-27=-20, 13-15=-20, 16-23=-20, 24-25=-20 Trapezoidal Loads (plf) Vert: 30=-75-to-12=-100 23) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-20, 3-5=-20, 5-10=-60, 10-30=-60, 12-14=-60, 26-27=-20, 13-15=-20, 16-23=-20, 24-25=-20 Trapezoidal Loads (plf) Vert: 30=-115-to-12=-140 24) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 3-5=-50, 5-10=-50, 10-30=-20, 12-14=-20, 26-27=-20, 13-15=-20, 23-32=-20, 32-33=-50, 20-33=-20, 20-34=-50, 34-35=-20, 35-36=-50, 16-36=-20, 24-25=-20 Trapezoidal Loads (plf) Vert: 30=-68-to-12=-93 25) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-20, 3-5=-20, 5-10=-50, 10-30=-50, 12-14=-50, 26-27=-20, 13-15=-20, 23-32=-20, 32-33=-50, 20-33=-20, 20-34=-50, 34-35=-20, 35-36=-50, 16-36=-20, 24-25=-20 Trapezoidal Loads (plf) Vert: 30=-98-to-12=-123 26) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=25, 3-5=15, 5-28=23, 10-28=18, 10-30=20, 12-13=15, 13-14=11, 26-27=-6, 13-15=21, 16-23=-6, 24-25=-6 Horz: 1-3=-33, 3-5=-24, 10-11=29, 11-12=24, 12-13=24, 13-14=19 Drag: 5-28=-0, 6-28=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=52-to-11=48, 11=43-to-12=22 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=15, 3-5=20, 5-29=18, 10-29=23, 10-30=15, 12-31=15, 13-31=25, 13-14=45, 26-27=-6, 13-15=21, 16-23=-6, 24-25=-6 Horz: 1-3=-24, 3-5=-29, 10-12=24, 12-31=24, 13-31=33, 13-14=53 Drag: 5-6=-0, 9-29=0, 10-29=0 Trapezoidal Loads (plf) Vert: 30=47-to-12=22 28) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-32, 3-5=-44, 5-10=-29, 10-30=-44, 12-13=-32, 13-14=-27, 26-27=-20, 13-15=-15, 16-23=-20, 24-25=-20 Horz: 1-3=12, 3-5=24, 10-12=-24, 12-13=-12, 13-14=-7 Drag: 5-6=0, 9-10=-0 Trapezoidal Loads (plf) Vert: 30=-88-to-12=-113 29) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-32, 3-5=-44, 5-10=-29, 10-30=-44, 12-13=-32, 13-14=-13, 26-27=-20, 13-15=-15, 16-23=-20, 24-25=-20 Horz: 1-3=12, 3-5=24, 10-12=-24, 12-13=-12, 13-14=7 Drag: 5-6=0, 9-10=-0 Trapezoidal Loads (plf) Vert: 30=-88-to-12=-113 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=22, 3-5=-11, 5-10=22, 10-30=9, 12-13=10, 13-14=6, 26-27=-6, 13-15=8, 16-23=-6, 24-25=-6 Horz: 1-3=-30, 3-5=2, 10-12=17, 12-13=19, 13-14=14 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=30-to-12=5 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-5=9, 5-10=22, 10-30=-11, 12-13=1, 13-14=11, 26-27=-6, 13-15=8, 16-23=-6, 24-25=-6 Horz: 1-3=-20, 3-5=-17, 10-12=-2, 12-13=9, 13-14=19 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=10-to-12=-15 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=2, 3-5=-31, 5-10=2, 10-30=-12, 12-13=-10, 13-14=-6, 26-27=-20, 13-15=-6, 16-23=-20, 24-25=-20 Horz: 1-3=-22, 3-5=11, 10-12=8, 12-13=10, 13-14=14 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=-47-to-12=-72 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 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 19-6269A Truss A20 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671237 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:00 2019 Page 5 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-Bms6N8EtHiIVSFjAj9R8EZYVrzwqpWk?GdGj7Ty7Sjj LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-9, 3-5=-12, 5-10=2, 10-30=-31, 12-13=-20, 13-14=-15, 26-27=-20, 13-15=-6, 16-23=-20, 24-25=-20 Horz: 1-3=-11, 3-5=-8, 10-12=-11, 12-13=0, 13-14=5 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=-66-to-12=-91 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=22, 3-5=22, 5-10=9, 10-30=9, 12-13=9, 13-14=4, 26-27=-6, 13-15=-6, 16-23=-6, 24-25=-6 Horz: 1-3=-30, 3-5=-30, 10-12=17, 12-13=17, 13-14=13 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=20-to-12=-5 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 3-5=9, 5-10=9, 10-30=22, 12-13=22, 13-14=17, 26-27=-6, 13-15=-6, 16-23=-6, 24-25=-6 Horz: 1-3=-17, 3-5=-17, 10-12=30, 12-13=30, 13-14=26 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=33-to-12=8 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=22, 3-5=22, 5-10=9, 10-30=9, 12-13=9, 13-14=4, 26-27=-6, 13-15=-6, 16-23=-6, 24-25=-6 Horz: 1-3=-30, 3-5=-30, 10-12=17, 12-13=17, 13-14=13 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=20-to-12=-5 37) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 3-5=9, 5-10=9, 10-30=22, 12-13=22, 13-14=17, 26-27=-6, 13-15=-6, 16-23=-6, 24-25=-6 Horz: 1-3=-17, 3-5=-17, 10-12=30, 12-13=30, 13-14=26 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=33-to-12=8 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=2, 3-5=2, 5-10=-12, 10-30=-12, 12-13=-12, 13-14=-7, 26-27=-20, 13-15=-20, 16-23=-20, 24-25=-20 Horz: 1-3=-22, 3-5=-22, 10-12=8, 12-13=8, 13-14=13 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=-42-to-12=-67 39) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-12, 3-5=-12, 5-10=-12, 10-30=2, 12-13=2, 13-14=6, 26-27=-20, 13-15=-20, 16-23=-20, 24-25=-20 Horz: 1-3=-8, 3-5=-8, 10-12=22, 12-13=22, 13-14=26 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=-29-to-12=-54 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-34, 3-5=-58, 5-10=-34, 10-30=-44, 12-13=-43, 13-14=-39, 26-27=-20, 13-15=-9, 23-32=-20, 32-33=-50, 20-33=-20, 20-34=-50, 34-35=-20, 35-36=-50, 16-36=-20, 24-25=-20 Horz: 1-3=-16, 3-5=8, 10-12=6, 12-13=7, 13-14=11 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=-97-to-12=-122 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-5=-44, 5-10=-34, 10-30=-58, 12-13=-50, 13-14=-47, 26-27=-20, 13-15=-9, 23-32=-20, 32-33=-50, 20-33=-20, 20-34=-50, 34-35=-20, 35-36=-50, 16-36=-20, 24-25=-20 Horz: 1-3=-8, 3-5=-6, 10-12=-8, 12-13=0, 13-14=3 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=-112-to-12=-137 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-34, 3-5=-34, 5-10=-44, 10-30=-44, 12-13=-44, 13-14=-40, 26-27=-20, 13-15=-20, 23-32=-20, 32-33=-50, 20-33=-20, 20-34=-50, 34-35=-20, 35-36=-50, 16-36=-20, 24-25=-20 Horz: 1-3=-16, 3-5=-16, 10-12=6, 12-13=6, 13-14=10 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=-94-to-12=-119 Continued on page 6 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 19-6269A Truss A20 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671237 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:00 2019 Page 6 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-Bms6N8EtHiIVSFjAj9R8EZYVrzwqpWk?GdGj7Ty7Sjj LOAD CASE(S) Standard 43) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-44, 3-5=-44, 5-10=-44, 10-30=-34, 12-13=-34, 13-14=-31, 26-27=-20, 13-15=-20, 23-32=-20, 32-33=-50, 20-33=-20, 20-34=-50, 34-35=-20, 35-36=-50, 16-36=-20, 24-25=-20 Horz: 1-3=-6, 3-5=-6, 10-12=16, 12-13=16, 13-14=19 Drag: 5-6=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 30=-84-to-12=-109 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 19-6269A Truss A21 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671238 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:X5yDZkCCxjwgDbRyJmEYu6y7qSb-79_toqG8pJYDhYsYraTcJ_dsCnfCHOJIjxlqCMy7Sjh Scale = 1:93.4 1 2 3 4 5 6 7 8 9 10 11 12 132524 14 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 35 6x8 4x6 5x6 6x8 2x4 3x4 4x6 2x4 2x4 2x4 4x4 4x4 4x4 4x8 4x4 6x10 5x6 8x8 4x6 4x6 5x8 8x8 6x8 4x4 0-0-6 0-0-6 2-5-13 2-5-7 9-5-2 6-11-5 17-0-0 7-6-14 26-0-0 9-0-0 34-10-12 8-10-12 43-8-4 8-9-8 43-10-1 0-1-13 50-3-0 6-4-15 2-5-13 2-5-13 6-3-0 3-9-3 9-5-2 3-2-2 10-1-2 0-8-0 18-4-5 8-3-4 26-7-9 8-3-4 34-10-12 8-3-4 39-4-6 4-5-9 43-9-15 4-5-9 50-3-0 6-5-2 51-3-0 1-0-0 4-2-145-9-109-0-01-6-1211-0-00-4-32-0-011-0-03.00 12 10.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-3-8,0-3-0], [9:0-3-0,0-2-12], [11:0-3-7,0-3-0], [20:0-3-14,0-2-8], [22:0-2-4,0-4-4], [23:0-2-8,0-3-8], [25:0-1-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.38 0.66 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.36 0.20 (loc) 18-20 18-20 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 319 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 11-13: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 11-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-7 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-20, 6-18, 8-16, 10-15 REACTIONS.(lb/size)12=315/0-3-0, 15=2330/0-3-8 (req. 0-3-10), 25=1759/0-4-3 Max Horz 25=-251(LC 12) Max Uplift 12=-91(LC 12), 15=-284(LC 7), 25=-244(LC 7) Max Grav 12=316(LC 23), 15=2330(LC 1), 25=1759(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1701/260, 2-3=-1719/278, 3-4=-2871/469, 4-5=-2573/466, 5-6=-2149/444, 6-8=-2264/467, 8-9=-1573/372, 9-10=-2136/425, 10-11=-495/184, 1-25=-1720/261 BOT CHORD 11-15=-631/183, 22-23=-452/2768, 18-20=-357/2248, 16-18=-325/2240, 15-16=-200/1610 WEBS 3-22=-874/165, 4-22=-88/305, 6-20=-596/211, 8-18=0/332, 8-16=-1044/245, 9-16=-153/965, 10-15=-2028/300, 1-23=-310/2066, 3-23=-1499/305, 20-22=-330/2065, 5-22=-143/1034, 23-25=-168/326, 5-20=-167/413 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 5-2-1, Interior(1) 5-2-1 to 10-4-1, Exterior(2) 10-4-1 to 15-4-6, Interior(1) 15-4-6 to 34-10-12, Exterior(2) 34-10-12 to 39-11-1, Interior(1) 39-11-1 to 51-3-0 zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) WARNING: Required bearing size at joint(s) 15 greater than input bearing size. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12 and 25. This connection is for uplift only and does not consider lateral forces. 8) H10A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 15. This connection is for uplift only and does not consider lateral forces. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 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 19-6269A Truss A21 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671238 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:02 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-79_toqG8pJYDhYsYraTcJ_dsCnfCHOJIjxlqCMy7Sjh 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, 5-9=-60, 9-29=-60, 11-13=-60, 24-25=-20, 12-14=-20, 22-23=-20, 15-21=-20 Trapezoidal Loads (plf) Vert: 29=-115-to-11=-140 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 3-5=-50, 5-9=-50, 9-29=-50, 11-13=-50, 24-25=-20, 12-14=-20, 22-23=-20, 21-32=-20, 32-33=-50, 33-34=-20, 34-35=-50, 15-35=-20 Trapezoidal Loads (plf) Vert: 29=-98-to-11=-123 3) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=25, 3-26=15, 3-5=15, 5-27=23, 9-27=18, 9-29=20, 11-12=15, 12-13=11, 24-25=-6, 12-14=21, 22-23=-6, 15-21=-6 Horz: 1-26=-33, 3-26=-24, 3-5=-24, 9-30=29, 11-30=24, 11-12=24, 12-13=19 Drag: 5-27=1, 6-27=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=52-to-30=46, 30=42-to-11=22 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=15, 3-5=20, 5-28=18, 9-28=23, 9-29=15, 11-31=15, 12-31=25, 12-13=45, 24-25=-6, 12-14=21, 22-23=-6, 15-21=-6 Horz: 1-3=-24, 3-5=-29, 9-11=24, 11-31=24, 12-31=33, 12-13=53 Drag: 5-6=0, 8-28=0, 9-28=0 Trapezoidal Loads (plf) Vert: 29=47-to-11=22 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-32, 3-5=-44, 5-9=-29, 9-29=-44, 11-12=-32, 12-13=-27, 24-25=-20, 12-14=-15, 22-23=-20, 15-21=-20 Horz: 1-3=12, 3-5=24, 9-11=-24, 11-12=-12, 12-13=-7 Drag: 5-6=-0, 8-9=-0 Trapezoidal Loads (plf) Vert: 29=-88-to-11=-113 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-32, 3-5=-44, 5-9=-29, 9-29=-44, 11-12=-32, 12-13=-13, 24-25=-20, 12-14=-15, 22-23=-20, 15-21=-20 Horz: 1-3=12, 3-5=24, 9-11=-24, 11-12=-12, 12-13=7 Drag: 5-6=-0, 8-9=-0 Trapezoidal Loads (plf) Vert: 29=-88-to-11=-113 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=22, 3-5=-11, 5-9=22, 9-29=9, 11-12=10, 12-13=6, 24-25=-6, 12-14=8, 22-23=-6, 15-21=-6 Horz: 1-3=-30, 3-5=2, 9-11=17, 11-12=19, 12-13=14 Drag: 5-6=1, 8-9=0 Trapezoidal Loads (plf) Vert: 29=30-to-11=5 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-5=9, 5-9=22, 9-29=-11, 11-12=1, 12-13=11, 24-25=-6, 12-14=8, 22-23=-6, 15-21=-6 Horz: 1-3=-20, 3-5=-17, 9-11=-2, 11-12=9, 12-13=19 Drag: 5-6=1, 8-9=0 Trapezoidal Loads (plf) Vert: 29=10-to-11=-15 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=2, 3-5=-31, 5-9=2, 9-29=-12, 11-12=-10, 12-13=-6, 24-25=-20, 12-14=-6, 22-23=-20, 15-21=-20 Horz: 1-3=-22, 3-5=11, 9-11=8, 11-12=10, 12-13=14 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=-47-to-11=-72 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-5=-12, 5-9=2, 9-29=-31, 11-12=-20, 12-13=-15, 24-25=-20, 12-14=-6, 22-23=-20, 15-21=-20 Horz: 1-3=-11, 3-5=-8, 9-11=-11, 11-12=0, 12-13=5 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=-66-to-11=-91 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=22, 3-5=22, 5-9=9, 9-29=9, 11-12=9, 12-13=4, 24-25=-6, 12-14=-6, 22-23=-6, 15-21=-6 Horz: 1-3=-30, 3-5=-30, 9-11=17, 11-12=17, 12-13=13 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=20-to-11=-5 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge 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 19-6269A Truss A21 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671238 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:02 2019 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-79_toqG8pJYDhYsYraTcJ_dsCnfCHOJIjxlqCMy7Sjh LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=9, 3-5=9, 5-9=9, 9-29=22, 11-12=22, 12-13=17, 24-25=-6, 12-14=-6, 22-23=-6, 15-21=-6 Horz: 1-3=-17, 3-5=-17, 9-11=30, 11-12=30, 12-13=26 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=33-to-11=8 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=22, 3-5=22, 5-9=9, 9-29=9, 11-12=9, 12-13=4, 24-25=-6, 12-14=-6, 22-23=-6, 15-21=-6 Horz: 1-3=-30, 3-5=-30, 9-11=17, 11-12=17, 12-13=13 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=20-to-11=-5 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 3-5=9, 5-9=9, 9-29=22, 11-12=22, 12-13=17, 24-25=-6, 12-14=-6, 22-23=-6, 15-21=-6 Horz: 1-3=-17, 3-5=-17, 9-11=30, 11-12=30, 12-13=26 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=33-to-11=8 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=2, 3-5=2, 5-9=-12, 9-29=-12, 11-12=-12, 12-13=-7, 24-25=-20, 12-14=-20, 22-23=-20, 15-21=-20 Horz: 1-3=-22, 3-5=-22, 9-11=8, 11-12=8, 12-13=13 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=-42-to-11=-67 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-12, 3-5=-12, 5-9=-12, 9-29=2, 11-12=2, 12-13=6, 24-25=-20, 12-14=-20, 22-23=-20, 15-21=-20 Horz: 1-3=-8, 3-5=-8, 9-11=22, 11-12=22, 12-13=26 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=-29-to-11=-54 17) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-5=-20, 5-9=-20, 9-29=-20, 11-13=-20, 24-25=-20, 12-14=-20, 22-23=-20, 21-32=-20, 32-33=-60, 33-34=-20, 34-35=-60, 15-35=-20 Trapezoidal Loads (plf) Vert: 29=-47-to-11=-72 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-34, 3-5=-58, 5-9=-34, 9-29=-44, 11-12=-43, 12-13=-39, 24-25=-20, 12-14=-9, 22-23=-20, 21-32=-20, 32-33=-50, 33-34=-20, 34-35=-50, 15-35=-20 Horz: 1-3=-16, 3-5=8, 9-11=6, 11-12=7, 12-13=11 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=-97-to-11=-122 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-5=-44, 5-9=-34, 9-29=-58, 11-12=-50, 12-13=-47, 24-25=-20, 12-14=-9, 22-23=-20, 21-32=-20, 32-33=-50, 33-34=-20, 34-35=-50, 15-35=-20 Horz: 1-3=-8, 3-5=-6, 9-11=-8, 11-12=0, 12-13=3 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=-112-to-11=-137 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-34, 3-5=-34, 5-9=-44, 9-29=-44, 11-12=-44, 12-13=-40, 24-25=-20, 12-14=-20, 22-23=-20, 21-32=-20, 32-33=-50 , 33-34=-20, 34-35=-50, 15-35=-20 Horz: 1-3=-16, 3-5=-16, 9-11=6, 11-12=6, 12-13=10 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=-94-to-11=-119 21) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-44, 3-5=-44, 5-9=-44, 9-29=-34, 11-12=-34, 12-13=-31, 24-25=-20, 12-14=-20, 22-23=-20, 21-32=-20, 32-33=-50 , 33-34=-20, 34-35=-50, 15-35=-20 Horz: 1-3=-6, 3-5=-6, 9-11=16, 11-12=16, 12-13=19 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=-84-to-11=-109 22) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-9=-60, 9-29=-20, 11-13=-20, 24-25=-20, 12-14=-20, 22-23=-20, 15-21=-20 Continued on page 4 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 19-6269A Truss A21 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671238 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:02 2019 Page 4 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-79_toqG8pJYDhYsYraTcJ_dsCnfCHOJIjxlqCMy7Sjh LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 29=-75-to-11=-100 23) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-20, 3-5=-20, 5-9=-60, 9-29=-60, 11-13=-60, 24-25=-20, 12-14=-20, 22-23=-20, 15-21=-20 Trapezoidal Loads (plf) Vert: 29=-115-to-11=-140 24) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 3-5=-50, 5-9=-50, 9-29=-20, 11-13=-20, 24-25=-20, 12-14=-20, 22-23=-20, 21-32=-20, 32-33=-50, 33-34=-20, 34-35=-50, 15-35=-20 Trapezoidal Loads (plf) Vert: 29=-68-to-11=-93 25) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-20, 3-5=-20, 5-9=-50, 9-29=-50, 11-13=-50, 24-25=-20, 12-14=-20, 22-23=-20, 21-32=-20, 32-33=-50, 33-34=-20, 34-35=-50, 15-35=-20 Trapezoidal Loads (plf) Vert: 29=-98-to-11=-123 26) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=25, 3-26=15, 3-5=15, 5-27=23, 9-27=18, 9-29=20, 11-12=15, 12-13=11, 24-25=-6, 12-14=21, 22-23=-6, 15-21=-6 Horz: 1-26=-33, 3-26=-24, 3-5=-24, 9-30=29, 11-30=24, 11-12=24, 12-13=19 Drag: 5-27=1, 6-27=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=52-to-30=46, 30=42-to-11=22 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=15, 3-5=20, 5-28=18, 9-28=23, 9-29=15, 11-31=15, 12-31=25, 12-13=45, 24-25=-6, 12-14=21, 22-23=-6, 15-21=-6 Horz: 1-3=-24, 3-5=-29, 9-11=24, 11-31=24, 12-31=33, 12-13=53 Drag: 5-6=0, 8-28=0, 9-28=0 Trapezoidal Loads (plf) Vert: 29=47-to-11=22 28) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-32, 3-5=-44, 5-9=-29, 9-29=-44, 11-12=-32, 12-13=-27, 24-25=-20, 12-14=-15, 22-23=-20, 15-21=-20 Horz: 1-3=12, 3-5=24, 9-11=-24, 11-12=-12, 12-13=-7 Drag: 5-6=-0, 8-9=-0 Trapezoidal Loads (plf) Vert: 29=-88-to-11=-113 29) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-32, 3-5=-44, 5-9=-29, 9-29=-44, 11-12=-32, 12-13=-13, 24-25=-20, 12-14=-15, 22-23=-20, 15-21=-20 Horz: 1-3=12, 3-5=24, 9-11=-24, 11-12=-12, 12-13=7 Drag: 5-6=-0, 8-9=-0 Trapezoidal Loads (plf) Vert: 29=-88-to-11=-113 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=22, 3-5=-11, 5-9=22, 9-29=9, 11-12=10, 12-13=6, 24-25=-6, 12-14=8, 22-23=-6, 15-21=-6 Horz: 1-3=-30, 3-5=2, 9-11=17, 11-12=19, 12-13=14 Drag: 5-6=1, 8-9=0 Trapezoidal Loads (plf) Vert: 29=30-to-11=5 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-5=9, 5-9=22, 9-29=-11, 11-12=1, 12-13=11, 24-25=-6, 12-14=8, 22-23=-6, 15-21=-6 Horz: 1-3=-20, 3-5=-17, 9-11=-2, 11-12=9, 12-13=19 Drag: 5-6=1, 8-9=0 Trapezoidal Loads (plf) Vert: 29=10-to-11=-15 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=2, 3-5=-31, 5-9=2, 9-29=-12, 11-12=-10, 12-13=-6, 24-25=-20, 12-14=-6, 22-23=-20, 15-21=-20 Horz: 1-3=-22, 3-5=11, 9-11=8, 11-12=10, 12-13=14 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=-47-to-11=-72 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-5=-12, 5-9=2, 9-29=-31, 11-12=-20, 12-13=-15, 24-25=-20, 12-14=-6, 22-23=-20, 15-21=-20 Horz: 1-3=-11, 3-5=-8, 9-11=-11, 11-12=0, 12-13=5 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=-66-to-11=-91 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 16023 Swingley Ridge 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 19-6269A Truss A21 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671238 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:02 2019 Page 5 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-79_toqG8pJYDhYsYraTcJ_dsCnfCHOJIjxlqCMy7Sjh LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=22, 3-5=22, 5-9=9, 9-29=9, 11-12=9, 12-13=4, 24-25=-6, 12-14=-6, 22-23=-6, 15-21=-6 Horz: 1-3=-30, 3-5=-30, 9-11=17, 11-12=17, 12-13=13 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=20-to-11=-5 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 3-5=9, 5-9=9, 9-29=22, 11-12=22, 12-13=17, 24-25=-6, 12-14=-6, 22-23=-6, 15-21=-6 Horz: 1-3=-17, 3-5=-17, 9-11=30, 11-12=30, 12-13=26 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=33-to-11=8 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=22, 3-5=22, 5-9=9, 9-29=9, 11-12=9, 12-13=4, 24-25=-6, 12-14=-6, 22-23=-6, 15-21=-6 Horz: 1-3=-30, 3-5=-30, 9-11=17, 11-12=17, 12-13=13 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=20-to-11=-5 37) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 3-5=9, 5-9=9, 9-29=22, 11-12=22, 12-13=17, 24-25=-6, 12-14=-6, 22-23=-6, 15-21=-6 Horz: 1-3=-17, 3-5=-17, 9-11=30, 11-12=30, 12-13=26 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=33-to-11=8 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=2, 3-5=2, 5-9=-12, 9-29=-12, 11-12=-12, 12-13=-7, 24-25=-20, 12-14=-20, 22-23=-20, 15-21=-20 Horz: 1-3=-22, 3-5=-22, 9-11=8, 11-12=8, 12-13=13 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=-42-to-11=-67 39) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-12, 3-5=-12, 5-9=-12, 9-29=2, 11-12=2, 12-13=6, 24-25=-20, 12-14=-20, 22-23=-20, 15-21=-20 Horz: 1-3=-8, 3-5=-8, 9-11=22, 11-12=22, 12-13=26 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=-29-to-11=-54 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-34, 3-5=-58, 5-9=-34, 9-29=-44, 11-12=-43, 12-13=-39, 24-25=-20, 12-14=-9, 22-23=-20, 21-32=-20, 32-33=-50, 33-34=-20, 34-35=-50, 15-35=-20 Horz: 1-3=-16, 3-5=8, 9-11=6, 11-12=7, 12-13=11 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=-97-to-11=-122 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-5=-44, 5-9=-34, 9-29=-58, 11-12=-50, 12-13=-47, 24-25=-20, 12-14=-9, 22-23=-20, 21-32=-20, 32-33=-50, 33-34=-20, 34-35=-50, 15-35=-20 Horz: 1-3=-8, 3-5=-6, 9-11=-8, 11-12=0, 12-13=3 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=-112-to-11=-137 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-34, 3-5=-34, 5-9=-44, 9-29=-44, 11-12=-44, 12-13=-40, 24-25=-20, 12-14=-20, 22-23=-20, 21-32=-20, 32-33=-50 , 33-34=-20, 34-35=-50, 15-35=-20 Horz: 1-3=-16, 3-5=-16, 9-11=6, 11-12=6, 12-13=10 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=-94-to-11=-119 43) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-44, 3-5=-44, 5-9=-44, 9-29=-34, 11-12=-34, 12-13=-31, 24-25=-20, 12-14=-20, 22-23=-20, 21-32=-20, 32-33=-50 , 33-34=-20, 34-35=-50, 15-35=-20 Horz: 1-3=-6, 3-5=-6, 9-11=16, 11-12=16, 12-13=19 Drag: 5-6=0, 8-9=0 Trapezoidal Loads (plf) Vert: 29=-84-to-11=-109 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 19-6269A Truss A22 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671239 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:X5yDZkCCxjwgDbRyJmEYu6y7qSb-0wENeBJesY2eAAAJ4PYYTqoURO05DCCueZj1L7y7Sjd Scale = 1:98.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 163130 29 28 27 26 25 24 23 22 21 20 19 18 17 32 33 34 35 36 37 5x6 8x8 8x8 8x8 4x6 8x8 7x12 MT20HS 3x4 5x6 3x4 3x4 3x4 3x4 3x4 3x4 6x8 5x6 3x4 4x6 4x8 5x8 5x6 8x10 4x8 8x8 4x6 6x12 MT20HS 8x8 5x6 4x6 0-0-6 0-0-6 2-5-13 2-5-6 5-9-15 3-4-3 9-9-5 3-11-6 13-5-1 3-7-12 19-8-13 6-3-12 26-0-8 6-3-11 32-6-0 6-5-8 38-11-8 6-5-8 45-8-4 6-8-12 45-10-1 0-1-13 52-3-0 6-4-15 2-5-13 2-5-13 5-9-15 3-4-3 7-0-1 1-2-2 8-6-4 1-6-3 12-1-2 3-6-13 13-5-1 1-4-0 19-8-13 6-3-12 26-0-8 6-3-12 31-5-10 5-5-2 36-10-12 5-5-2 38-11-8 2-0-12 45-9-15 6-10-6 52-3-0 6-5-2 53-3-0 1-0-0 3-8-145-2-56-0-59-0-01-6-1211-0-00-4-32-0-011-0-03.00 128.49 12 10.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-2-8], [3:0-2-8,0-3-4], [4:0-5-3,0-3-8], [5:0-4-0,0-4-4], [6:0-4-12,0-2-12], [12:0-5-8,0-3-4], [14:0-3-12,0-3-4], [18:0-4-0,0-3-4], [19:0-2-12,0-2-0], [21:0-5-0,0-3-0], [23:0-2-8,0-4-0], [24:0-2-4,0-2-8], [26:0-7-4,0-4-12], [27:0-2-6,0-2-4], [29:0-5-8,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.62 0.66 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.45 0.29 (loc) 26 23-24 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 379 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 14-16: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-30,7-25,10-22,13-20,14-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 14-18: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-7 max.): 4-5, 6-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-17. 1 Row at midpt 10-23 WEBS 1 Row at midpt 8-24, 8-23, 11-21 REACTIONS.(lb/size)18=2441/0-3-8 (req. 0-3-13), 15=284/0-3-0, 31=1847/0-4-3 Max Horz 31=-243(LC 12) Max Uplift 18=-206(LC 7), 15=-88(LC 12), 31=-240(LC 7) Max Grav 18=2441(LC 1), 15=287(LC 23), 31=1847(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2488/377, 2-3=-3432/483, 3-4=-3920/577, 4-5=-3847/603, 5-6=-3902/637, 6-7=-2692/483, 7-8=-2686/483, 8-10=-2466/493, 10-11=-2462/492, 11-12=-1701/401, 12-13=-2359/544, 13-14=-2509/378, 1-31=-1793/272 BOT CHORD 2-29=-869/257, 28-29=-440/2483, 27-28=-459/3115, 26-27=-374/2523, 23-24=-370/2477, 10-23=-334/123, 13-19=-585/282, 14-18=-2256/323 WEBS 2-28=-241/948, 3-28=-1280/213, 4-28=-107/724, 4-27=-198/1165, 5-27=-2383/418, 6-26=-199/838, 24-26=-382/2538, 8-26=-47/318, 8-24=-631/162, 21-23=-240/1871, 11-23=-218/1186, 11-21=-1339/309, 12-21=-154/559, 19-21=-149/1542, 12-19=-227/918, 1-29=-395/2635, 29-31=-185/334, 6-27=-221/1472, 14-19=-171/1519 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 5-4-7, Interior(1) 5-4-7 to 7-0-1, Exterior(2) 7-0-1 to 8-6-4, Interior(1) 8-6-4 to 12-1-2, Exterior(2) 12-1-2 to 17-3-13, Interior(1) 17-3-13 to 36-10-12, Exterior(2) 36-10-12 to 42-1-8, Interior(1) 42-1-8 to 53-3-0 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 live load of 20.0psf on the bottom chord in 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) WARNING: Required bearing size at joint(s) 18 greater than input bearing size. 7) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) H10A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 18. This connection is for uplift only and does not consider lateral forces. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 15 and 31. 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 19-6269A Truss A22 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671239 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:06 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-0wENeBJesY2eAAAJ4PYYTqoURO05DCCueZj1L7y7Sjd NOTES- 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 6-12=-60, 12-34=-60, 14-16=-60, 30-31=-20, 26-29=-20, 23-25=-20, 20-22=-20, 18-19=-20, 15-17=-20 Trapezoidal Loads (plf) Vert: 34=-115-to-14=-140 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 3-4=-50, 4-5=-50, 5-6=-50, 6-12=-50, 12-34=-50, 14-16=-50, 30-31=-20, 26-29=-20, 24-25=-20, 24-37=-50, 23-37=-20, 20-22=-20, 18-19=-20, 15-17=-20 Trapezoidal Loads (plf) Vert: 34=-98-to-14=-123 3) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-32=25, 3-32=15, 3-4=15, 4-5=23, 5-6=15, 6-33=23, 12-33=18, 12-34=20, 14-15=15, 15-16=11, 30-31=-6, 26-29=-6, 23-25=-6, 20-22=-6, 18-19=-6, 15-17=-6 Horz: 1-32=-33, 3-32=-24, 3-4=-24, 5-6=-24, 6-7=-31, 12-35=29, 14-35=24, 14-15=24, 15-16=19 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=33-to-35=27, 35=22-to-14=3 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=15, 3-4=20, 4-5=18, 5-6=20, 6-11=18, 11-12=23, 12-34=15, 14-36=15, 15-36=25, 15-16=45, 30-31=-6, 26-29=-6, 23-25=-6, 20-22=-6, 18-19=-6, 15-17=-6 Horz: 1-3=-24, 3-4=-29, 5-6=-29, 6-7=-26, 12-14=24, 14-36=24, 15-36=33, 15-16=53 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=28-to-14=3 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-32, 3-4=-44, 4-5=-29, 5-6=-44, 6-12=-29, 12-34=-44, 14-15=-32, 15-16=-27, 30-31=-20, 26-29=-20, 23-25=-20, 20-22=-20, 18-19=-20, 15-17=-20 Horz: 1-3=12, 3-4=24, 5-6=24, 6-7=9, 12-14=-24, 14-15=-12, 15-16=-7 Drag: 4-5=-0, 11-12=-0 Trapezoidal Loads (plf) Vert: 34=-88-to-14=-113 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-32, 3-4=-44, 4-5=-29, 5-6=-44, 6-12=-29, 12-34=-44, 14-15=-32, 15-16=-13, 30-31=-20, 26-29=-20, 23-25=-20, 20-22=-20, 18-19=-20, 15-17=-20 Horz: 1-3=12, 3-4=24, 5-6=24, 6-7=9, 12-14=-24, 14-15=-12, 15-16=7 Drag: 4-5=-0, 11-12=-0 Trapezoidal Loads (plf) Vert: 34=-88-to-14=-113 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=22, 3-4=-11, 4-5=22, 5-6=-11, 6-12=22, 12-34=9, 14-15=10, 15-16=6, 30-31=-6, 26-29=-6, 23-25=-6, 20-22=-6, 18-19=-6, 15-17=-6 Horz: 1-3=-30, 3-4=2, 5-6=2, 6-7=-30, 12-14=17, 14-15=19, 15-16=14 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=20-to-14=-5 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-4=9, 4-5=9, 5-6=9, 6-12=22, 12-34=-11, 14-15=1, 15-16=11, 30-31=-6, 26-29=-6, 23-25=-6, 20-22=-6, 18-19=-6, 15-17=-6 Horz: 1-3=-20, 3-4=-17, 5-6=-17, 6-7=-30, 12-14=-2, 14-15=9, 15-16=19 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=0-to-14=-25 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=2, 3-4=-31, 4-5=2, 5-6=-31, 6-12=2, 12-34=-12, 14-15=-10, 15-16=-6, 30-31=-20, 26-29=-20, 23-25=-20, 20-22=-20, 18-19=-20, 15-17=-20 Horz: 1-3=-22, 3-4=11, 5-6=11, 6-7=-22, 12-14=8, 14-15=10, 15-16=14 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=-47-to-14=-72 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-4=-12, 4-5=-12, 5-6=-12, 6-12=2, 12-34=-31, 14-15=-20, 15-16=-15, 30-31=-20, 26-29=-20, 23-25=-20, 20-22=-20, 18-19=-20, 15-17=-20 Horz: 1-3=-11, 3-4=-8, 5-6=-8, 6-7=-22, 12-14=-11, 14-15=0, 15-16=5 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=-66-to-14=-91 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 19-6269A Truss A22 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671239 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:06 2019 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-0wENeBJesY2eAAAJ4PYYTqoURO05DCCueZj1L7y7Sjd LOAD CASE(S) Standard 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=22, 3-4=22, 4-5=22, 5-6=22, 6-12=9, 12-34=9, 14-15=9, 15-16=4, 30-31=-6, 26-29=-6, 23-25=-6, 20-22=-6, 18-19=-6, 15-17=-6 Horz: 1-3=-30, 3-4=-30, 5-6=-30, 6-7=-17, 12-14=17, 14-15=17, 15-16=13 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=20-to-14=-5 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 3-4=9, 4-5=9, 5-6=9, 6-12=9, 12-34=22, 14-15=22, 15-16=17, 30-31=-6, 26-29=-6, 23-25=-6, 20-22=-6, 18-19=-6, 15-17=-6 Horz: 1-3=-17, 3-4=-17, 5-6=-17, 6-7=-17, 12-14=30, 14-15=30, 15-16=26 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=33-to-14=8 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=22, 3-4=22, 4-5=22, 5-6=22, 6-12=9, 12-34=9, 14-15=9, 15-16=4, 30-31=-6, 26-29=-6, 23-25=-6, 20-22=-6, 18-19=-6, 15-17=-6 Horz: 1-3=-30, 3-4=-30, 5-6=-30, 6-7=-17, 12-14=17, 14-15=17, 15-16=13 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=20-to-14=-5 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 3-4=9, 4-5=9, 5-6=9, 6-12=9, 12-34=22, 14-15=22, 15-16=17, 30-31=-6, 26-29=-6, 23-25=-6, 20-22=-6, 18-19=-6, 15-17=-6 Horz: 1-3=-17, 3-4=-17, 5-6=-17, 6-7=-17, 12-14=30, 14-15=30, 15-16=26 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=33-to-14=8 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=2, 3-4=2, 4-5=2, 5-6=2, 6-12=-12, 12-34=-12, 14-15=-12, 15-16=-7, 30-31=-20, 26-29=-20, 23-25=-20, 20-22=-20, 18-19=-20, 15-17=-20 Horz: 1-3=-22, 3-4=-22, 5-6=-22, 6-7=-8, 12-14=8, 14-15=8, 15-16=13 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=-42-to-14=-67 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-12, 3-4=-12, 4-5=-12, 5-6=-12, 6-12=-12, 12-34=2, 14-15=2, 15-16=6, 30-31=-20, 26-29=-20, 23-25=-20, 20-22=-20, 18-19=-20, 15-17=-20 Horz: 1-3=-8, 3-4=-8, 5-6=-8, 6-7=-8, 12-14=22, 14-15=22, 15-16=26 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=-29-to-14=-54 17) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-4=-20, 4-5=-20, 5-6=-20, 6-12=-20, 12-34=-20, 14-16=-20, 30-31=-20, 26-29=-20, 24-25=-20, 24-37=-60, 23-37=-20, 20-22=-20, 18-19=-20, 15-17=-20 Trapezoidal Loads (plf) Vert: 34=-47-to-14=-72 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-34, 3-4=-58, 4-5=-34, 5-6=-58, 6-12=-34, 12-34=-44, 14-15=-43, 15-16=-39, 30-31=-20, 26-29=-20, 24-25=-20, 24-37=-50, 23-37=-20, 20-22=-20, 18-19=-20, 15-17=-20 Horz: 1-3=-16, 3-4=8, 5-6=8, 6-7=-16, 12-14=6, 14-15=7, 15-16=11 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=-97-to-14=-122 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-4=-44, 4-5=-44, 5-6=-44, 6-12=-34, 12-34=-58, 14-15=-50, 15-16=-47, 30-31=-20, 26-29=-20, 24-25=-20, 24-37=-50, 23-37=-20, 20-22=-20, 18-19=-20, 15-17=-20 Horz: 1-3=-8, 3-4=-6, 5-6=-6, 6-7=-16, 12-14=-8, 14-15=0, 15-16=3 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=-112-to-14=-137 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-34, 3-4=-34, 4-5=-34, 5-6=-34, 6-12=-44, 12-34=-44, 14-15=-44, 15-16=-40, 30-31=-20, 26-29=-20, 24-25=-20, 24-37=-50, 23-37=-20, 20-22=-20, 18-19=-20, 15-17=-20 Horz: 1-3=-16, 3-4=-16, 5-6=-16, 6-7=-6, 12-14=6, 14-15=6, 15-16=10 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=-94-to-14=-119 Continued on page 4 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 19-6269A Truss A22 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671239 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:06 2019 Page 4 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-0wENeBJesY2eAAAJ4PYYTqoURO05DCCueZj1L7y7Sjd LOAD CASE(S) Standard 21) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-44, 4-5=-44, 5-6=-44, 6-12=-44, 12-34=-34, 14-15=-34, 15-16=-31, 30-31=-20, 26-29=-20, 24-25=-20, 24-37=-50, 23-37=-20, 20-22=-20, 18-19=-20, 15-17=-20 Horz: 1-3=-6, 3-4=-6, 5-6=-6, 6-7=-6, 12-14=16, 14-15=16, 15-16=19 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=-84-to-14=-109 22) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 6-12=-60, 12-34=-20, 14-16=-20, 30-31=-20, 26-29=-20, 23-25=-20, 20-22=-20, 18-19=-20, 15-17=-20 Trapezoidal Loads (plf) Vert: 34=-75-to-14=-100 23) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-20, 3-4=-20, 4-5=-20, 5-6=-20, 6-12=-60, 12-34=-60, 14-16=-60, 30-31=-20, 26-29=-20, 23-25=-20, 20-22=-20, 18-19=-20, 15-17=-20 Trapezoidal Loads (plf) Vert: 34=-115-to-14=-140 24) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 3-4=-50, 4-5=-50, 5-6=-50, 6-12=-50, 12-34=-20, 14-16=-20, 30-31=-20, 26-29=-20, 24-25=-20, 24-37=-50, 23-37=-20, 20-22=-20, 18-19=-20, 15-17=-20 Trapezoidal Loads (plf) Vert: 34=-68-to-14=-93 25) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-20, 3-4=-20, 4-5=-20, 5-6=-20, 6-12=-50, 12-34=-50, 14-16=-50, 30-31=-20, 26-29=-20, 24-25=-20, 24-37=-50, 23-37=-20, 20-22=-20, 18-19=-20, 15-17=-20 Trapezoidal Loads (plf) Vert: 34=-98-to-14=-123 26) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-32=25, 3-32=15, 3-4=15, 4-5=23, 5-6=15, 6-33=23, 12-33=18, 12-34=20, 14-15=15, 15-16=11, 30-31=-6, 26-29=-6, 23-25=-6, 20-22=-6, 18-19=-6, 15-17=-6 Horz: 1-32=-33, 3-32=-24, 3-4=-24, 5-6=-24, 6-7=-31, 12-35=29, 14-35=24, 14-15=24, 15-16=19 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=33-to-35=27, 35=22-to-14=3 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=15, 3-4=20, 4-5=18, 5-6=20, 6-11=18, 11-12=23, 12-34=15, 14-36=15, 15-36=25, 15-16=45, 30-31=-6, 26-29=-6, 23-25=-6, 20-22=-6, 18-19=-6, 15-17=-6 Horz: 1-3=-24, 3-4=-29, 5-6=-29, 6-7=-26, 12-14=24, 14-36=24, 15-36=33, 15-16=53 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=28-to-14=3 28) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-32, 3-4=-44, 4-5=-29, 5-6=-44, 6-12=-29, 12-34=-44, 14-15=-32, 15-16=-27, 30-31=-20, 26-29=-20, 23-25=-20, 20-22=-20, 18-19=-20, 15-17=-20 Horz: 1-3=12, 3-4=24, 5-6=24, 6-7=9, 12-14=-24, 14-15=-12, 15-16=-7 Drag: 4-5=-0, 11-12=-0 Trapezoidal Loads (plf) Vert: 34=-88-to-14=-113 29) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-32, 3-4=-44, 4-5=-29, 5-6=-44, 6-12=-29, 12-34=-44, 14-15=-32, 15-16=-13, 30-31=-20, 26-29=-20, 23-25=-20, 20-22=-20, 18-19=-20, 15-17=-20 Horz: 1-3=12, 3-4=24, 5-6=24, 6-7=9, 12-14=-24, 14-15=-12, 15-16=7 Drag: 4-5=-0, 11-12=-0 Trapezoidal Loads (plf) Vert: 34=-88-to-14=-113 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=22, 3-4=-11, 4-5=22, 5-6=-11, 6-12=22, 12-34=9, 14-15=10, 15-16=6, 30-31=-6, 26-29=-6, 23-25=-6, 20-22=-6, 18-19=-6, 15-17=-6 Horz: 1-3=-30, 3-4=2, 5-6=2, 6-7=-30, 12-14=17, 14-15=19, 15-16=14 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=20-to-14=-5 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 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 19-6269A Truss A22 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671239 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:06 2019 Page 5 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-0wENeBJesY2eAAAJ4PYYTqoURO05DCCueZj1L7y7Sjd LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=11, 3-4=9, 4-5=9, 5-6=9, 6-12=22, 12-34=-11, 14-15=1, 15-16=11, 30-31=-6, 26-29=-6, 23-25=-6, 20-22=-6, 18-19=-6, 15-17=-6 Horz: 1-3=-20, 3-4=-17, 5-6=-17, 6-7=-30, 12-14=-2, 14-15=9, 15-16=19 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=0-to-14=-25 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=2, 3-4=-31, 4-5=2, 5-6=-31, 6-12=2, 12-34=-12, 14-15=-10, 15-16=-6, 30-31=-20, 26-29=-20, 23-25=-20, 20-22=-20, 18-19=-20, 15-17=-20 Horz: 1-3=-22, 3-4=11, 5-6=11, 6-7=-22, 12-14=8, 14-15=10, 15-16=14 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=-47-to-14=-72 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-4=-12, 4-5=-12, 5-6=-12, 6-12=2, 12-34=-31, 14-15=-20, 15-16=-15, 30-31=-20, 26-29=-20, 23-25=-20, 20-22=-20, 18-19=-20, 15-17=-20 Horz: 1-3=-11, 3-4=-8, 5-6=-8, 6-7=-22, 12-14=-11, 14-15=0, 15-16=5 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=-66-to-14=-91 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=22, 3-4=22, 4-5=22, 5-6=22, 6-12=9, 12-34=9, 14-15=9, 15-16=4, 30-31=-6, 26-29=-6, 23-25=-6, 20-22=-6, 18-19=-6, 15-17=-6 Horz: 1-3=-30, 3-4=-30, 5-6=-30, 6-7=-17, 12-14=17, 14-15=17, 15-16=13 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=20-to-14=-5 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 3-4=9, 4-5=9, 5-6=9, 6-12=9, 12-34=22, 14-15=22, 15-16=17, 30-31=-6, 26-29=-6, 23-25=-6, 20-22=-6, 18-19=-6, 15-17=-6 Horz: 1-3=-17, 3-4=-17, 5-6=-17, 6-7=-17, 12-14=30, 14-15=30, 15-16=26 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=33-to-14=8 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=22, 3-4=22, 4-5=22, 5-6=22, 6-12=9, 12-34=9, 14-15=9, 15-16=4, 30-31=-6, 26-29=-6, 23-25=-6, 20-22=-6, 18-19=-6, 15-17=-6 Horz: 1-3=-30, 3-4=-30, 5-6=-30, 6-7=-17, 12-14=17, 14-15=17, 15-16=13 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=20-to-14=-5 37) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 3-4=9, 4-5=9, 5-6=9, 6-12=9, 12-34=22, 14-15=22, 15-16=17, 30-31=-6, 26-29=-6, 23-25=-6, 20-22=-6, 18-19=-6, 15-17=-6 Horz: 1-3=-17, 3-4=-17, 5-6=-17, 6-7=-17, 12-14=30, 14-15=30, 15-16=26 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=33-to-14=8 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=2, 3-4=2, 4-5=2, 5-6=2, 6-12=-12, 12-34=-12, 14-15=-12, 15-16=-7, 30-31=-20, 26-29=-20, 23-25=-20, 20-22=-20, 18-19=-20, 15-17=-20 Horz: 1-3=-22, 3-4=-22, 5-6=-22, 6-7=-8, 12-14=8, 14-15=8, 15-16=13 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=-42-to-14=-67 39) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-12, 3-4=-12, 4-5=-12, 5-6=-12, 6-12=-12, 12-34=2, 14-15=2, 15-16=6, 30-31=-20, 26-29=-20, 23-25=-20, 20-22=-20, 18-19=-20, 15-17=-20 Horz: 1-3=-8, 3-4=-8, 5-6=-8, 6-7=-8, 12-14=22, 14-15=22, 15-16=26 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=-29-to-14=-54 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-34, 3-4=-58, 4-5=-34, 5-6=-58, 6-12=-34, 12-34=-44, 14-15=-43, 15-16=-39, 30-31=-20, 26-29=-20, 24-25=-20, 24-37=-50, 23-37=-20, 20-22=-20, 18-19=-20, 15-17=-20 Horz: 1-3=-16, 3-4=8, 5-6=8, 6-7=-16, 12-14=6, 14-15=7, 15-16=11 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=-97-to-14=-122 Continued on page 6 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 19-6269A Truss A22 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671239 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:06 2019 Page 6 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-0wENeBJesY2eAAAJ4PYYTqoURO05DCCueZj1L7y7Sjd LOAD CASE(S) Standard 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-4=-44, 4-5=-44, 5-6=-44, 6-12=-34, 12-34=-58, 14-15=-50, 15-16=-47, 30-31=-20, 26-29=-20, 24-25=-20, 24-37=-50, 23-37=-20, 20-22=-20, 18-19=-20, 15-17=-20 Horz: 1-3=-8, 3-4=-6, 5-6=-6, 6-7=-16, 12-14=-8, 14-15=0, 15-16=3 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=-112-to-14=-137 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-34, 3-4=-34, 4-5=-34, 5-6=-34, 6-12=-44, 12-34=-44, 14-15=-44, 15-16=-40, 30-31=-20, 26-29=-20, 24-25=-20, 24-37=-50, 23-37=-20, 20-22=-20, 18-19=-20, 15-17=-20 Horz: 1-3=-16, 3-4=-16, 5-6=-16, 6-7=-6, 12-14=6, 14-15=6, 15-16=10 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=-94-to-14=-119 43) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-44, 4-5=-44, 5-6=-44, 6-12=-44, 12-34=-34, 14-15=-34, 15-16=-31, 30-31=-20, 26-29=-20, 24-25=-20, 24-37=-50, 23-37=-20, 20-22=-20, 18-19=-20, 15-17=-20 Horz: 1-3=-6, 3-4=-6, 5-6=-6, 6-7=-6, 12-14=16, 14-15=16, 15-16=19 Drag: 4-5=0, 11-12=0 Trapezoidal Loads (plf) Vert: 34=-84-to-14=-109 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 19-6269A Truss A23 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671240 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:X5yDZkCCxjwgDbRyJmEYu6y7qSb-QVvWGDLX9TQD1dvulY5F5SQyIc?hQV8KKXyhySy7Sja Scale = 1:104.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 183534 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 36 37 38 3x4 6x8 6x8 6x8 6x8 6x8 4x6 4x6 3x4 5x6 4x6 5x6 3x4 6x10 5x6 3x4 8x12 3x4 5x6 6x8 4x6 3x4 4x6 5x8 8x8 4x4 4x4 4x4 5x8 8x10 4x4 6x8 4x8 0-0-6 0-0-6 0-2-8 0-2-2 1-2-5 0-11-13 2-5-13 1-3-8 4-8-13 2-3-1 9-0-14 4-4-1 12-3-6 3-2-7 14-1-2 1-9-12 17-5-1 3-4-0 22-9-0 5-3-15 31-10-4 9-1-4 40-11-8 9-1-4 47-8-4 6-8-12 47-10-1 0-1-13 54-3-0 6-4-15 1-2-5 1-2-5 2-5-13 1-3-8 4-8-13 2-3-1 9-0-14 4-4-1 12-3-6 3-2-7 14-1-2 1-9-12 17-5-1 3-4-0 22-9-0 5-3-15 28-1-10 5-4-9 33-6-3 5-4-9 38-10-12 5-4-9 40-11-8 2-0-12 47-9-15 6-10-6 54-3-0 6-5-2 55-3-0 1-0-0 3-2-33-6-74-5-17-5-149-0-01-6-1211-0-00-4-32-0-011-0-03.54 123.00 12 8.49 12 10.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-5-4,0-3-0], [7:0-5-0,0-3-0], [13:0-3-0,0-3-0], [15:0-3-8,Edge], [15:0-1-12,0-0-14], [16:0-0-0,0-1-15], [21:0-2-12,0-2-12], [23:0-5-8,0-4-8], [25:0-4-8 ,0-2-8], [27:0-6-8,0-5-12], [29:0-1-12,0-2-0], [33:0-5-8,0-3-4], [35:0-2-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.77 0.80 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.58 0.38 (loc) 26 26 20 l/defl >999 >990 n/a L/d 240 180 n/a PLATES MT20 Weight: 394 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 15-18: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 3-34,8-26,9-24,14-22,15-19: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-12 max.): 5-6, 7-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-9-7 oc bracing: 31-32 6-0-0 oc bracing: 17-19. 5-5-0 oc bracing: 9-25 WEBS 1 Row at midpt 12-21, 11-23, 12-14 REACTIONS.(lb/size)20=2214/0-3-8, 17=265/0-3-0, 35=1907/0-4-3 Max Horz 35=-235(LC 12) Max Uplift 20=-229(LC 7), 17=-83(LC 12), 35=-216(LC 7) Max Grav 20=2214(LC 1), 17=269(LC 23), 35=1907(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3148/459, 3-4=-4057/517, 4-5=-3451/520, 5-6=-3369/554, 6-7=-3687/624, 7-8=-2945/516, 8-9=-3349/580, 9-11=-2658/530, 11-12=-1930/437, 12-13=-262/92, 13-14=-346/103, 14-15=-2299/387, 15-16=-308/1824, 1-35=-272/46 BOT CHORD 3-33=-778/198, 32-33=-533/3179, 31-32=-573/3987, 29-31=-391/2806, 28-29=-478/3399, 27-28=-495/3358, 8-27=-92/689, 9-25=-1146/238, 14-21=-128/675, 16-20=-2040/342 WEBS 33-35=-258/1088, 2-33=-411/2873, 3-32=-228/894, 4-32=-690/173, 4-31=-1309/210, 5-31=-69/708, 5-29=-212/1080, 6-29=-1023/206, 6-28=-1368/238, 7-28=-316/1984, 8-28=-968/205, 25-27=-416/2804, 9-27=-155/1057, 23-25=-328/2236, 11-25=-123/762, 12-23=-27/317, 21-23=-248/1863, 12-21=-489/185, 15-21=-160/1675, 2-35=-2485/356, 11-23=-1025/231, 12-14=-1476/391 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 1-2-5, Interior(1) 1-2-5 to 9-0-14, Exterior(2) 9-0-14 to 12-3-6, Interior(1) 12-3-6 to 14-1-2, Exterior(2) 14-1-2 to 19-6-3, Interior(1) 19-6-3 to 38-10-12, Exterior(2) 38-10-12 to 44-3-14, Interior(1) 44-3-14 to 55-3-0 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 20, 17, and 35. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.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 19-6269A Truss A24 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671241 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:X5yDZkCCxjwgDbRyJmEYu6y7qSb-Nu1GhvNnh4hxGx3Hsz7jAtVJ0PjeuNQdorRo0Ky7SjY Scale = 1:102.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 346x8 12x18 MT20HS 8x8 6x8 8x8 6x8 5x8 3x4 5x8 8x12 6x8 3x6 3x6 8x12 6x8 6x8 4x6 10x12 10x12 4x6 2x4 5x8 5x6 3x6 3x6 0-0-6 0-0-6 1-0-0 0-11-10 2-5-13 1-5-13 8-0-0 5-6-3 11-11-7 3-11-7 21-5-1 9-5-10 24-9-0 3-3-15 35-0-14 10-3-14 45-4-11 10-3-13 55-10-0 10-5-5 1-0-0 1-0-0 2-3-2 1-3-2 8-0-0 5-8-14 11-1-12 3-1-12 16-0-7 4-10-11 16-1-2 0-0-11 21-5-1 5-4-0 24-9-0 3-3-15 32-9-14 8-0-14 40-10-12 8-0-14 45-4-6 4-5-9 49-9-15 4-5-9 55-10-0 6-0-2 1-0-148-11-71-6-1211-0-00-6-112-0-011-0-08.49 12 10.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-2-8], [3:0-9-14,0-0-0], [5:1-1-12,0-4-4], [11:0-4-0,0-3-13], [13:0-4-0,0-1-0], [14:0-1-8,Edge], [17:0-6-0,0-6-0], [19:0-5-12,0-4-0], [21:0-5-0,0-5-0] , [24:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.76 0.70 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.87 0.67 (loc) 21 21-23 14 l/defl >999 >771 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 503 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x8 SP 2250F 1.8E *Except* 1-5: 2x10 SP 2250F 1.9E, 11-13,13-14: 2x6 SP No.1 BOT CHORD 2x8 SP 2250F 1.8E *Except* 1-25: 2x6 SP No.1, 2-25: 2x6 SPF No.2, 7-20,8-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except 2-0-0 oc purlins (5-2-8 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 8-19 WEBS 1 Row at midpt 6-23, 10-17 JOINTS 1 Brace at Jt(s): 24 REACTIONS.(lb/size)1=2216/0-4-3, 14=2224/Mechanical Max Horz 1=-199(LC 7) Max Uplift 1=-240(LC 8), 14=-238(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1836/334, 2-3=-543/227, 3-4=-4501/661, 4-5=-5058/827, 5-6=-3305/560, 6-7=-4536/754, 7-8=-4526/754, 8-10=-3631/668, 10-11=-2788/556, 11-12=-3731/739, 12-13=-3765/627, 13-14=-4436/730 BOT CHORD 1-25=-51/305, 3-24=-607/3955, 23-24=-473/3142, 21-23=-608/3945, 8-19=-2109/401, 15-17=-230/2333, 14-15=-592/3894 WEBS 5-23=-222/1275, 6-23=-1260/324, 6-21=-190/961, 19-21=-572/4086, 8-21=-305/1931, 17-19=-385/2946, 10-19=-187/896, 10-17=-1222/347, 11-17=-223/1025, 11-15=-302/1319, 12-15=-274/201, 13-15=-1279/313, 5-24=-318/1775, 4-24=-1284/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-2 to 5-9-2, Interior(1) 5-9-2 to 11-1-12, Exterior(2) 11-1-12 to 16-8-12, Interior(1) 16-8-12 to 40-10-12, Exterior(2) 40-10-12 to 46-5-13, Interior(1) 46-5-13 to 55-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) 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) 14=238. 9) 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. 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 19-6269A Truss A25 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671242 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-nTiPJwPf_?3W7OnsY5hQoW7podkI5kF3UpfSdfy7SjV Scale = 1:104.9 1 23 4 5 6 7 89 10 11 12 13 14 15 16 27 26 25 24 23 22 21 20 19 18 17 28 29 30 31 32 33 34 35 6x8 8x8 4x6 8x8 6x8 5x6 6x8 3x4 8x8 7x16 6x8 3x4 3x4 6x18 5x6 4x4 4x6 5x8 5x6 10x12 4x4 4x4 6x8 8x8 2x4 4x6 3x10 0-0-6 0-0-6 2-5-13 2-5-6 6-0-0 3-6-3 12-0-0 6-0-0 21-6-4 9-6-4 26-4-4 4-10-0 36-6-14 10-2-10 46-9-7 10-2-9 57-10-0 11-0-9 2-5-13 2-5-13 6-0-0 3-6-3 11-2-8 5-2-8 16-4-6 5-1-14 21-6-4 5-1-14 26-4-4 4-10-0 34-7-8 8-3-4 42-10-12 8-3-4 47-4-6 4-5-9 51-9-15 4-5-9 57-10-0 6-0-2 1-0-149-0-01-6-1211-0-00-6-112-0-011-0-08.49 12 10.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-3-10], [3:1-0-1,0-0-0], [6:0-6-0,0-4-0], [7:0-1-0,0-2-0], [13:0-5-0,0-3-0], [15:0-4-0,0-1-4], [16:0-1-8,Edge], [17:0-4-0,0-4-8], [19:0-3-3,0-2-0], [21:0-6-12,0-2-12], [23:0-5-0,0-5-0], [26:0-5-12,0-1-8] 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-S 0.79 0.71 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.95 0.65 (loc) 23-25 23-25 16 l/defl >999 >729 n/a L/d 240 180 n/a PLATES MT20 Weight: 474 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP No.1 *Except* 5-6: 2x8 SP No.2, 1-5: 2x10 SP 2250F 1.9E BOT CHORD 2x6 SP No.1 *Except* 2-27,23-24: 2x8 SP No.2, 3-24: 2x10 SP 2250F 1.9E 9-22,10-20: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-1 oc purlins, except 2-0-0 oc purlins (3-5-3 max.): 6-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 10-21 WEBS 1 Row at midpt 4-25, 12-19, 7-25 REACTIONS.(lb/size)16=2304/Mechanical, 1=2295/0-4-3 Max Horz 1=-202(LC 7) Max Uplift 16=-249(LC 7), 1=-257(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2085/369, 2-3=-985/249, 3-4=-5404/790, 4-6=-4026/627, 6-7=-3445/577, 7-9=-4782/794, 9-10=-4774/794, 10-12=-3859/705, 12-13=-2940/585, 13-14=-3792/740, 14-15=-3818/639, 15-16=-4525/758 BOT CHORD 1-27=-96/564, 3-26=-764/4790, 25-26=-766/4808, 23-25=-646/4126, 9-23=-259/98, 10-21=-1620/349, 17-19=-242/2428, 16-17=-612/3970 WEBS 4-25=-1727/324, 6-25=-263/1963, 7-23=-215/1071, 21-23=-585/4067, 10-23=-259/1521, 19-21=-416/3105, 12-21=-211/1024, 12-19=-1303/361, 13-19=-241/1090, 13-17=-280/1280, 14-17=-285/195, 15-17=-1283/321, 7-25=-1323/345, 4-26=-64/549 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-2 to 5-9-5, Interior(1) 5-9-5 to 11-2-8, Exterior(2) 11-2-8 to 16-11-15, Interior(1) 16-11-15 to 42-10-12, Exterior(2) 42-10-12 to 48-8-3, Interior(1) 48-8-3 to 57-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=249. 8) 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. 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 19-6269A Truss A26 Truss Type Piggyback Base Qty 1 Ply 1 WF59 Job Reference (optional) I39671243 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:16 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-jrq9kcRwWdJDNixFfWjutxC8mQQ0Ze0Mx78ZiYy7SjT Scale = 1:108.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 26 25 24 23 22 21 20 19 18 17 27 28 29 30 31 32 33 34 6x8 8x8 6x8 10x12 8x8 5x8 6x8 3x4 8x10 4x6 6x8 3x6 3x6 8x12 6x8 3x6 4x6 5x8 3x6 4x6 6x8 8x8 3x6 6x8 10x12 4x6 2-7-122-7-12 12-1-09-5-4 21-6-59-5-5 26-4-44-10-0 37-2-1310-10-9 48-1-610-10-9 53-9-135-8-7 59-9-156-0-2 -1-5-0 1-5-0 2-7-12 2-7-12 6-0-0 3-4-4 11-2-9 5-2-9 16-5-6 5-2-13 21-6-5 5-0-15 26-4-4 4-10-0 35-7-8 9-3-3 44-10-11 9-3-3 49-4-4 4-5-9 53-9-13 4-5-9 59-9-15 6-0-2 1-0-149-0-01-6-1211-0-00-6-112-0-011-0-08.49 12 10.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-1-5], [3:0-7-14,0-0-0], [13:0-9-0,0-4-12], [15:0-4-0,0-2-0], [16:0-3-11,0-2-0], [17:0-2-8,0-5-4], [19:0-3-4,0-2-0], [20:0-3-0,0-0-8], [21:0-5-8,0-4-0], [23:0-4-4,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.82 0.69 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.96 0.76 (loc) 8 8 16 l/defl >999 >748 n/a L/d 240 180 n/a PLATES MT20 Weight: 526 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x8 SP 2250F 1.8E *Except* 5-6: 2x10 SP No.2, 1-5: 2x10 SP 2250F 1.9E BOT CHORD 2x6 SP No.1 *Except* 3-26,8-22,10-20: 2x4 SPF No.2, 3-24,21-22,23-24: 2x8 SP 2250F 1.8E WEBS 2x4 SPF No.2 *Except* 21-23: 2x4 SPF-S 1650F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except 2-0-0 oc purlins (4-11-5 max.): 6-13. BOT CHORD Rigid ceiling directly applied or 9-8-12 oc bracing. Except: 1 Row at midpt 10-21 WEBS 1 Row at midpt 4-25, 12-19, 7-25 REACTIONS.(lb/size)16=2381/Mechanical, 2=2477/0-4-9 Max Horz 2=-195(LC 7) Max Uplift 16=-266(LC 7), 2=-281(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1706/321, 3-4=-5466/814, 4-6=-4201/643, 6-7=-3651/603, 7-8=-5073/829, 8-10=-5066/829, 10-12=-4166/749, 12-13=-3209/625, 13-14=-3848/734, 14-15=-3902/650, 15-16=-4766/797 BOT CHORD 3-25=-856/5227, 23-25=-700/4387, 10-21=-1648/360, 17-19=-262/2568, 16-17=-654/4208 WEBS 4-25=-1974/354, 6-25=-263/1993, 21-23=-649/4360, 10-23=-251/1488, 19-21=-464/3308, 12-21=-221/1059, 12-19=-1328/379, 13-19=-266/1182, 13-17=-243/1247, 14-17=-267/180, 7-25=-1389/359, 7-23=-222/1136, 15-17=-1406/342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-5-0 to 4-6-13, Interior(1) 4-6-13 to 11-2-9, Exterior(2) 11-2-9 to 17-2-6, Interior(1) 17-2-6 to 44-10-11, Exterior(2) 44-10-11 to 50-10-7, Interior(1) 50-10-7 to 59-9-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=266. 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 19-6269A Truss A27 Truss Type Roof Special Qty 1 Ply 1 WF59 Job Reference (optional) I39671244 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:18 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-fEyw9ISA2EZxc05dnxlMzMHUiE2_1ZzfPQdgmQy7SjR Scale = 1:107.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 25 26 27 28 29 30 31 32 33 6x8 6x8 4x6 8x8 5x8 6x8 5x6 6x8 3x4 8x8 3x6 8x8 8x10 3x4 3x4 7x12 MT20HS 5x6 3x6 4x6 3x6 4x4 6x8 8x10 4x6 0-0-6 0-0-6 2-7-12 2-7-6 12-2-1 9-6-5 17-6-5 5-4-3 22-4-4 4-10-0 34-0-6 11-8-2 45-8-7 11-8-1 57-9-15 12-1-8 -1-5-0 1-5-0 2-7-12 2-7-12 7-0-0 4-4-4 12-2-1 5-2-1 17-6-5 5-4-3 22-4-4 4-10-0 32-2-9 9-10-5 42-0-14 9-10-5 46-10-0 4-9-2 49-4-10 2-6-10 57-9-15 8-5-4 1-0-149-8-25-8-911-8-20-8-32-0-011-8-28.49 12 10.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-1-10], [3:0-6-6,0-0-0], [5:0-4-0,Edge], [6:0-5-8,0-3-0], [12:0-5-0,0-3-0], [13:0-4-0,0-2-12], [14:0-5-0,0-3-0], [16:0-5-0,0-4-12], [18:0-3-4,0-2-8], [19:0-3-0,0-0-12], [20:0-5-0,0-3-0], [22:0-3-8,0-4-0], [23:0-4-0,0-4-8], [24:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.79 0.91 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.97 0.74 (loc) 16-18 18-19 15 l/defl >999 >714 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 401 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-5: 2x10 SP 2250F 1.9E BOT CHORD 2x6 SPF No.2 *Except* 3-24,7-21,9-19: 2x4 SPF No.2, 3-23: 2x6 SP No.1 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except 2-0-0 oc purlins (3-6-0 max.): 6-12, 13-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-11-11 oc bracing: 3-23 2-2-0 oc bracing: 15-16. 1 Row at midpt 9-20 WEBS 1 Row at midpt 18-20, 11-18, 12-18, 13-16REACTIONS.(lb/size)15=2302/Mechanical, 2=2398/0-4-3 Max Horz 2=208(LC 10) Max Uplift 15=-248(LC 12), 2=-254(LC 8) Max Grav 15=2325(LC 2), 2=2398(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1628/323, 3-4=-4674/719, 4-6=-3864/617, 6-7=-3871/668, 7-9=-3864/667, 9-11=-3427/650, 11-12=-2887/588, 12-13=-3621/710, 13-14=-3125/561, 14-15=-3169/527 BOT CHORD 3-23=-768/4335, 22-23=-513/3074, 9-20=-1112/290, 16-18=-272/2369, 15-16=-283/2334 WEBS 4-23=-1451/330, 6-23=-99/879, 6-22=-323/1384, 20-22=-586/3590, 9-22=-152/783, 18-20=-460/2954, 11-20=-137/576, 11-18=-1055/339, 12-18=-224/1005, 12-16=-243/1310, 13-16=-2292/453, 14-16=-200/1741 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-5-0 to 4-4-7, Interior(1) 4-4-7 to 12-2-1, Exterior(2) 12-2-1 to 17-8-1, Interior(1) 17-8-1 to 42-0-14, Exterior(2) 42-0-14 to 46-10-0, Interior(1) 46-10-0 to 49-4-10, Exterior(2) 49-4-10 to 55-2-1, Interior(1) 55-2-1 to 57-9-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) 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) 15=248. 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 19-6269A Truss A28 Truss Type Roof Special Qty 1 Ply 1 WF59 Job Reference (optional) I39671245 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-cd4ga_UQZrpfrJF0uMoq2nNqb1maVU_ysk6mrJy7SjP Scale = 1:99.7 12 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 8x8 4x6 8x8 5x6 6x8 3x4 7x12 MT20HS 4x6 5x6 3x4 6x18 5x6 4x4 5x6 4x6 10x12 6x10 4x4 4x4 2x4 5x8 4x4 2x4 4x6 5x6 0-0-6 0-0-6 2-7-12 2-7-6 9-4-2 6-8-6 13-6-5 4-2-2 18-4-4 4-10-0 27-2-13 8-10-9 36-1-5 8-10-8 44-11-14 8-10-9 45-11-10 0-11-12 55-9-15 9-10-5 -1-5-0 1-5-0 2-7-12 2-7-12 9-4-2 6-8-6 13-6-5 4-2-2 18-4-4 4-10-0 26-0-0 7-7-12 32-0-0 6-0-0 38-0-0 6-0-0 44-11-14 6-11-14 45-0-5 0-0-8 50-2-3 5-1-14 55-9-15 5-7-12 1-0-147-8-29-8-20-8-32-0-09-8-28.49 12 10.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-1-5], [3:0-10-2,0-0-0], [4:0-5-0,0-3-4], [12:0-6-0,0-3-12], [17:0-1-11,0-2-8], [19:0-4-12,0-3-0], [21:0-9-0,0-2-12], [23:0-7-12,0-7-8], [24:0-2-12 ,0-2-0], [25:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.77 0.78 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.95 0.77 (loc) 6 6 14 l/defl >999 >699 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 397 lb FT = 20% GRIP 169/123 187/143 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x10 SP 2250F 1.9E BOT CHORD 2x6 SPF No.2 *Except* 3-25,5-22,6-20: 2x4 SPF No.2, 3-23: 2x8 SP 2250F 1.8E WEBS 2x4 SPF No.2 *Except* 21-23: 2x4 SPF-S 1650F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except 2-0-0 oc purlins (3-2-11 max.): 4-12. BOT CHORD Rigid ceiling directly applied or 9-11-12 oc bracing. Except: 1 Row at midpt 6-21 WEBS 1 Row at midpt 5-24, 8-19, 9-17, 11-17, 12-17 REACTIONS.(lb/size)14=2222/Mechanical, 2=2316/0-4-3 Max Horz 2=171(LC 10) Max Uplift 14=-281(LC 7), 2=-296(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1573/302, 3-4=-4113/666, 4-5=-3593/634, 5-6=-4681/832, 6-8=-3785/675, 8-9=-3360/629, 9-11=-3072/588, 11-12=-3160/617, 12-13=-2923/543, 13-14=-3123/519 BOT CHORD 3-24=-648/3540, 23-24=-852/4678, 5-23=-228/1357, 6-21=-1308/319, 17-19=-549/3285, 15-17=-258/2112, 14-15=-319/2304 WEBS 4-24=-231/1401, 5-24=-1788/394, 21-23=-739/4106, 6-23=-241/1252, 19-21=-601/3426, 8-21=-110/468, 8-19=-754/233, 9-17=-575/173, 11-17=-427/161, 12-17=-365/1568, 13-15=-257/203, 12-15=-88/527 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-5-0 to 4-2-0, Interior(1) 4-2-0 to 9-4-2, Exterior(2) 9-4-2 to 14-11-2, Interior(1) 14-11-2 to 45-0-5, Exterior(2) 45-0-5 to 50-4-1, Interior(1) 50-4-1 to 55-9-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) 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) 14=281. 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 19-6269A Truss A29 Truss Type ROOF SPECIAL Qty 1 Ply 1 WF59 Job Reference (optional) I39671246 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Dec 19 12:53:47 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-nGRXWNM5jM6dB7QeeHP1XhPdooVTBrgver0SCry7Oj2 Scale = 1:97.2 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 28 27 26 25 24 23 22 21 20 19 18 17 29 30 31 32 10x12 6x8 8x9 6x8 10x10 8x8 5x9 3x4 8x10 6x6 10x12 3x8 3x8 10x12 6x6 3x6 6x8 8x8 5x10 4x5 4x5 4x9 8x8 2x8 4x9 6x8 6x8 2x8 0-0-6 0-0-6 2-7-12 2-7-6 3-11-10 1-3-14 5-11-1 1-11-7 10-9-0 4-10-0 14-10-10 4-1-10 23-10-11 9-0-1 32-10-13 9-0-2 42-2-14 9-4-1 52-0-5 9-9-7 -1-5-01-5-0 2-7-122-7-12 3-11-101-3-14 5-11-1 1-11-7 10-9-04-10-0 14-10-104-1-10 16-6-131-8-3 18-2-15 1-8-3 24-8-136-5-13 31-2-106-5-13 32-10-131-8-3 34-6-15 1-8-3 40-2-35-7-4 45-9-75-7-4 52-0-56-2-14 1-0-143-10-85-6-117-6-110-9-72-0-05-10-88.49 12 12.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-1], [2:0-1-8,0-7-5], [2:0-4-8,0-1-6], [3:0-0-2,0-0-0], [3:0-0-0,0-4-2], [4:0-4-0,0-3-12], [5:0-5-0,0-1-8], [7:0-8-0,0-5-0], [8:0-4-0,Edge], [11:0-4-0 ,0-5-4], [12:0-4-0,Edge], [13:0-5-0,0-4-4], [15:0-4-0,0-3-15], [16:0-7-0,0-0-2], [17:0-2-5,0-2-0], [21:0-2-0,0-2-0], [22:0-5-0,0-2-4], [24:0-5-8,0-5-0], [25:0-4-0 ,0-1-0], [26:0-4-0,0-6-4], [27:0-5-12,0-1-0] 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 0.98 0.62 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -1.00 0.62 (loc) 21-22 21-22 16 l/defl >999 >620 n/a L/d 240 180 n/a PLATES MT20 Weight: 480 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x8 SP 2250F 1.8E BOT CHORD 2x8 SP 2250F 1.8E *Except* 2-28: 2x6 SPF No.2, 3-28: 2x4 SPF No.2, 5-25,6-23: 2x4 SP DSS WEBS 2x4 SPF No.2 *Except* 4-26,24-26,6-26,22-24,7-24,7-22,13-17,14-17,15-17: 2x4 SP DSS WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-9-14 max.): 4-7, 9-11, 13-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-28. WEBS 1 Row at midpt 10-19, 13-17, 11-13 REACTIONS.(lb/size)2=2165/0-4-3, 16=2062/0-3-8 Max Horz 2=-127(LC 7) Max Uplift 2=-275(LC 11), 16=-271(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1554/311, 3-4=-6394/846, 4-5=-7426/1051, 5-29=-7399/1057, 6-29=-7399/1057, 6-7=-5306/862, 7-8=-253/51, 8-9=-307/61, 9-10=-5042/832, 10-11=-4809/805, 11-12=-320/59, 12-13=-300/59, 13-14=-3204/590, 14-30=-3030/538, 15-30=-3033/538, 15-31=-2671/480, 31-32=-2770/463, 16-32=-2853/451 BOT CHORD 3-27=-658/5930, 26-27=-645/5815, 5-26=-43/615, 24-25=-44/343, 6-24=-995/191, 21-22=-631/4553, 20-21=-703/5073, 19-20=-703/5073, 18-19=-614/4432, 17-18=-614/4432, 16-17=-275/2083 WEBS 4-26=-324/1860, 24-26=-715/5389, 6-26=-259/2147, 22-24=-582/4410, 7-24=-222/1576, 7-22=-1255/208, 9-21=-97/808, 10-21=-358/122, 10-19=-565/108, 11-19=-402/102, 13-17=-1483/218, 14-17=-430/162, 15-17=-212/1734, 11-13=-4374/745, 13-19=-84/906, 9-22=-909/150, 4-27=-107/986, 7-9=-3823/668 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-5-0 to 9-2-1, Interior(1) 9-2-1 to 16-6-13, Exterior(2) 16-6-13 to 18-2-15, Interior(1) 18-2-15 to 32-10-13, Exterior(2) 32-10-13 to 34-6-15, Interior(1) 34-6-15 to 45-9-7, Exterior(2) 45-9-7 to 50-11-14, Interior(1) 50-11-14 to 51-9-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=275. 7) Two SBP4 USP 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.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 19-6269A Truss A29 Truss Type ROOF SPECIAL Qty 1 Ply 1 WF59 Job Reference (optional) I39671246 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Dec 19 12:53:47 2019 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-nGRXWNM5jM6dB7QeeHP1XhPdooVTBrgver0SCry7Oj2 NOTES- 8) 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 19-6269A Truss A30 Truss Type Roof Special Qty 1 Ply 1 WF59 Job Reference (optional) I39671247 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-UOJBQLXxd4J5KxYn7BsmCdXfFfIHRVxXnM4__4y7SjL Scale = 1:28.1 1 2 4 3 5 6 2x4 3x4 2x4 4x4 1-11-71-11-7 3-10-151-11-8 0-1-10 0-1-10 3-10-15 3-9-5 0-3-84-11-1312.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 0.09 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.02 -0.00 (loc) 4 3-4 3 l/defl **** >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 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)4=145/0-3-8, 3=145/Mechanical Max Horz 4=109(LC 11) Max Uplift 3=-110(LC 11) Max Grav 4=145(LC 1), 3=163(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-9-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=110. 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 19-6269A Truss A31 Truss Type Roof Special Qty 1 Ply 1 WF59 Job Reference (optional) I39671248 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-yatZdhYZOORyy47zhvO?lq4nK2cLAych00qXWWy7SjK Scale = 1:40.1 1 2 3 5 4 6 3x4 2x4 4x4 2x4 3x4 2-10-112-10-11 5-9-72-10-11 0-10-12 0-10-12 5-9-7 4-10-11 1-11-106-10-51-11-1012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.38 0.23 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.08 -0.00 (loc) 5 4-5 4 l/defl **** >805 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-7 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=220/0-3-8, 4=220/Mechanical Max Horz 5=142(LC 11) Max Uplift 4=-147(LC 11) Max Grav 5=220(LC 1), 4=242(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 0-10-12, Interior(1) 0-10-12 to 5-7-11 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) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=147. 7) 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 19-6269A Truss A32 Truss Type Roof Special Qty 1 Ply 1 WF59 Job Reference (optional) I39671249 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-QnRxq1ZB9hZpZEiAFcvEH2d0hSzbvPOqFgZ52zy7SjJ Scale = 1:33.4 1 2 3 5 43x4 2x4 4x4 2x4 3x4 4-11-134-11-13 1-8-12 1-8-12 4-11-13 3-3-1 2-9-106-0-112-9-1012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.15 0.16 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.04 -0.00 (loc) 5 4-5 4 l/defl **** >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 4-11-13 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=188/0-3-8, 4=188/Mechanical Max Horz 5=92(LC 11) Max Uplift 5=-10(LC 7), 4=-116(LC 11) Max Grav 5=188(LC 1), 4=199(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 1-8-12, Interior(1) 1-8-12 to 4-10-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=116. 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. 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 19-6269A Truss A33 Truss Type Roof Special Qty 1 Ply 1 WF59 Job Reference (optional) I39671250 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-vz?J2NZpw?ifBOHMoKQTqF9DGsLoerpzTKJeaPy7SjI Scale = 1:23.5 1 2 3 4 6 5 2x4 4x4 3x4 2x4 3x4 3x4 2-11-132-11-13 0-11-2 0-11-2 2-6-12 1-7-10 2-11-13 0-5-1 3-5-103-7-104-0-113-7-102.12 12 12.00 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 0.04 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=108/Mechanical, 6=108/0-3-8 Max Horz 6=11(LC 11) Max Uplift 5=-35(LC 11), 6=-16(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 19-6269A Truss A34 Truss Type Common Qty 1 Ply 1 WF59 Job Reference (optional) I39671251 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-N9ZiFjaShJqWpYsYM1xiNTiOkGguNI47i_2C7ry7SjH Scale = 1:16.4 1 2 3 4 5 6 4x4 3x6 3x6 2x4 2-0-02-0-0 4-0-02-0-0 -0-6-0 0-6-0 2-0-0 2-0-0 4-0-0 2-0-0 4-6-0 0-6-0 0-8-72-8-70-8-712.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0], [2:0-0-1,0-3-11], [4:0-0-0,0-0-0], [4:0-0-1,0-3-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.05 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=187/0-3-8, 4=187/0-3-8 Max Horz 2=-48(LC 9) Max Uplift 2=-26(LC 11), 4=-26(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces. 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 19-6269A Truss A35 Truss Type Roof Special Qty 1 Ply 1 WF59 Job Reference (optional) I39671252 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-N9ZiFjaShJqWpYsYM1xiNTiMrGgCNIH7i_2C7ry7SjH Scale = 1:15.7 1 2 3 5 4 2x4 3x4 2x4 2x4 2-7-132-7-13 -1-6-12 1-6-12 2-7-13 2-7-13 0-10-32-6-81-0-81-6-01-2-121-3-127.68 12 7.68 12 Plate Offsets (X,Y)-- [4:0-2-0,0-0-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.18 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 2-7-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=234/0-3-11, 4=57/Mechanical Max Horz 5=74(LC 11) Max Uplift 5=-29(LC 11), 4=-38(LC 11) Max Grav 5=234(LC 1), 4=66(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 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 19-6269A Truss A36 Truss Type Roof Special Qty 1 Ply 1 WF59 Job Reference (optional) I39671253 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:29 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-rL74T3b4ScyNQiRkwlSxvgFZZg0X6lJGxeolfIy7SjG Scale = 1:23.5 1 2 4 3 2x4 4x4 2x4 3x4 1-3-91-3-9 2-2-100-11-1 0-4-5 0-4-5 2-2-10 1-10-5 0-3-84-0-812.00 12 Plate Offsets (X,Y)-- [1:0-2-4,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-P 0.05 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 4 3-4 3 l/defl **** >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 *Except* 1-4: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=74/Mechanical, 3=74/Mechanical Max Horz 4=55(LC 11) Max Uplift 3=-93(LC 11) Max Grav 4=92(LC 20), 3=93(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 19-6269A Truss A37 Truss Type Roof Special Qty 1 Ply 1 WF59 Job Reference (optional) I39671254 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-JYgSgPciDw4E2s?xUSzASunkw3M?rCnQ9IXIBky7SjF Scale = 1:24.4 1 2 4 3 2x4 3x4 2x4 3x4 1-1-121-1-12 1-1-12 1-1-12 4-2-3LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.01 0.00 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 4 4 3 l/defl **** >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 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=34/Mechanical, 3=34/Mechanical Max Uplift 4=-7(LC 7), 3=-7(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C 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) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 7) 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 19-6269A Truss A38 Truss Type Roof Special Qty 2 Ply 1 WF59 Job Reference (optional) I39671255 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:31 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-nkEqulcK_EC5g?a719UP_5KvMTi0afnZOyHsjAy7SjE Scale = 1:23.5 1 2 4 3 5 2x4 4x4 2x4 3x4 1-2-91-2-9 2-0-100-10-1 0-6-1 0-6-1 2-0-10 1-6-9 2-5-62-5-153-7-812.00 12 Plate Offsets (X,Y)-- [1:0-2-4,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-P 0.03 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 4 4 3 l/defl **** >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 *Except* 4-5: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=67/Mechanical, 3=67/Mechanical Max Horz 4=50(LC 11) Max Uplift 3=-94(LC 11) Max Grav 4=88(LC 20), 3=87(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 19-6269A Truss A39 Truss Type Roof Special Qty 1 Ply 1 WF59 Job Reference (optional) I39671256 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:31 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-nkEqulcK_EC5g?a719UP_5Kv7Ti?afpZOyHsjAy7SjE Scale = 1:23.5 1 2 4 3 2x4 4x4 2x4 3x4 1-3-31-3-3 2-1-130-10-11 0-5-0 0-5-0 2-1-13 1-8-13 0-3-84-0-812.00 12 Plate Offsets (X,Y)-- [1:0-2-4,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-P 0.05 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 4 4 3 l/defl **** >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 *Except* 1-4: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=71/Mechanical, 3=71/Mechanical Max Horz 4=53(LC 11) Max Uplift 3=-94(LC 11) Max Grav 4=90(LC 20), 3=91(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 19-6269A Truss A40 Truss Type Roof Special Qty 1 Ply 1 WF59 Job Reference (optional) I39671257 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-8i2jxSgTomqOmnT5qj4ah91kKUP5Fw9IYE?dPOy7Sj9 Scale = 1:16.3 1 2 3 5 4 6 7 3x6 3x4 2x4 2-4-02-4-0 -1-0-0 1-0-0 2-4-0 2-4-0 0-8-32-7-80-11-11-8-71-4-151-2-910.00 12 10.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 5 7 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 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=168/0-3-8, 7=40/Mechanical Max Horz 5=69(LC 11) Max Uplift 5=-14(LC 11), 7=-34(LC 11) Max Grav 5=168(LC 1), 7=48(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 8) 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 19-6269A Truss A41 Truss Type Roof Special Qty 1 Ply 1 WF59 Job Reference (optional) I39671258 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-449UM8ijKN4604dTy862ma64pI5Zjqfb?YUjTGy7Sj7 Scale = 1:16.3 1 2 3 5 4 6 7 3x6 3x4 2x4 2-4-02-4-0 -1-0-0 1-0-0 2-4-0 2-4-0 0-8-32-7-80-11-11-8-71-4-151-2-910.00 12 10.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 5 7 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 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=168/0-3-8, 7=40/Mechanical Max Horz 5=69(LC 11) Max Uplift 5=-14(LC 11), 7=-34(LC 11) Max Grav 5=168(LC 1), 7=48(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 8) 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 19-6269A Truss CJ1 Truss Type Diagonal Hip Girder Qty 2 Ply 1 WF59 Job Reference (optional) I39671259 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-JpCtEDpMD8DqbTpCzXn9eT_bYw9VKu_w4R9iIFy7Sj_ Scale = 1:16.8 1 2 3 45 2x4 2x4 3x4 2-11-112-11-11 -1-6-12 1-6-12 2-11-11 2-11-11 0-6-132-5-107.68 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=114/Mechanical, 2=257/0-4-9 Max Horz 2=81(LC 7) Max Uplift 4=-71(LC 7), 2=-54(LC 7) Max Grav 4=135(LC 28), 2=257(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 7) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 2-3-9 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. 8) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-3-5 from the left end to connect truss(es) to back face of bottom chord, skewed 50.2 deg.to the right, sloping 0.0 deg. down. 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: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 5=-55(F=-16, B=-39) 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 19-6269A Truss CJ2 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671260 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-n?mGSZq_zSLhCdOOXEIOAhXlIKVq3LE3I5vFphy7Siz Scale = 1:16.8 1 2 3 4 5 2x4 2x4 3x4 TJC37 2-11-112-11-11 -1-6-12 1-6-12 2-11-11 2-11-11 0-6-132-5-107.68 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=101/Mechanical, 2=254/0-4-9 Max Horz 2=81(LC 7) Max Uplift 4=-51(LC 7), 2=-49(LC 7) Max Grav 4=112(LC 28), 2=254(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 7) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 2-3-5 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. 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: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 5=-39(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 19-6269A Truss CJ3 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671261 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-FCKefuqdkmTYqnya5xpdju4vqkq7ooADXlepL7y7Siy Scale = 1:22.6 1 2 3 5 46 5x6 2x4 4x4 4-9-134-9-13 -1-6-12 1-6-12 4-9-13 4-9-13 0-10-33-11-37.68 12 Plate Offsets (X,Y)-- [2:0-3-0,0-4-8], [5:0-1-12,0-0-0] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.29 0.09 0.02 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: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=315/0-4-9, 4=172/Mechanical Max Horz 5=116(LC 7) Max Uplift 5=-75(LC 7), 4=-106(LC 7) Max Grav 5=315(LC 1), 4=193(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-258/47 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=106. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 7) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 2-3-9 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. 8) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-3-5 from the left end to connect truss(es) to back face of bottom chord, skewed 50.2 deg.to the right, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=-22(F=1, B=-22) 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 19-6269A Truss CJ4 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671262 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-kOu0tErFV3bPSwXnffKsG6c5V76cXARMmPOMtay7Six Scale = 1:48.8 1 2 3 4 7 6 58910 2x4 3x4 2x4 4x4 4x4 3x4 TJC37 TJC37 TJC37TJC37 TJC37 TJC37 4-6-114-6-11 9-1-74-6-11 -1-5-0 1-5-0 4-6-11 4-6-11 9-1-7 4-6-11 1-0-147-6-48.49 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [3:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.23 0.33 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.04 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=621/0-4-9, 5=864/Mechanical Max Horz 7=217(LC 7) Max Uplift 7=-225(LC 7), 5=-625(LC 7) Max Grav 7=621(LC 1), 5=900(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-584/218, 2-3=-590/236 BOT CHORD 5-6=-328/452 WEBS 2-6=-177/399, 3-6=-331/403, 3-5=-590/429 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=625. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 7) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 2-9-8 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. 8) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 5-7-7 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. 9) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 8-3-5 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 5-5-12 oc max. starting at 2-9-8 from the left end to 8-3-4 to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 5-7-7 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 19-6269A Truss CJ4 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671262 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:50 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-kOu0tErFV3bPSwXnffKsG6c5V76cXARMmPOMtay7Six LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=-72(F=-24, B=-48) 9=-222(F=-106, B=-116) 10=-390(F=-192, B=-199) 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 19-6269A Truss CJ5 Truss Type Diagonal Hip Girder Qty 4 Ply 1 WF59 Job Reference (optional) I39671263 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-kOu0tErFV3bPSwXnffKsG6c0z79XXFkMmPOMtay7Six Scale = 1:33.2 1 2 3 45 2x4 4x4 8x8 TJC37 TJC37 5-2-75-2-4 -1-1-10 1-1-10 5-2-7 5-2-7 0-10-35-5-410.58 12 Plate Offsets (X,Y)-- [2:0-3-2,0-2-12], [2:0-2-1,0-2-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.52 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=227/Mechanical, 2=297/0-3-9 Max Horz 2=162(LC 7) Max Uplift 4=-147(LC 7), 2=-56(LC 7) Max Grav 4=250(LC 28), 2=297(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=147. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 7) Use Simpson Strong-Tie TJC37 (4 nail, 22-30) or equivalent at 2-1-14 from the left end to connect truss(es) to front face of bottom chord, skewed 61.9 deg.to the left, sloping 0.0 deg. down. 8) Use Simpson Strong-Tie TJC37 (4 nail, 150-157) or equivalent at 2-1-14 from the left end to connect truss(es) to back face of bottom chord, skewed 61.9 deg.to the right, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 5=-47(F=-18, B=-30) 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 19-6269A Truss G1 Truss Type Roof Special Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671264 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-gn?mIwtV1hr6hEh9m4NLLXiNjxiZ?1HfDjtTySy7Siv Scale = 1:39.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10151617181920 21 4x8 5x6 5x6 4x8 5x6 5x6 2x4 4x8 2x4 4x8 2x4 5x6 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 4-8-144-8-14 9-3-24-6-4 14-1-24-10-0 18-1-24-0-0 22-0-03-10-14 -1-0-0 1-0-0 4-8-14 4-8-14 9-3-2 4-6-4 10-1-2 0-10-0 14-1-2 4-0-0 18-1-2 4-0-0 22-0-0 3-10-14 23-0-0 1-0-0 0-6-134-5-105-3-100-6-135-3-1012.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12], [4:0-3-8,0-2-4], [5:0-3-0,0-2-0], [7:0-6-4,0-1-12], [11:0-1-12,0-2-0], [13:0-2-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.50 0.75 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.22 0.05 (loc) 11-13 11-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 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 3-3-7 oc purlins, except 2-0-0 oc purlins (3-6-1 max.): 3-4, 5-7. BOT CHORD Rigid ceiling directly applied or 7-7-10 oc bracing. REACTIONS.(lb/size)2=1988/0-3-8, 8=1914/0-3-8 Max Horz 2=112(LC 6) Max Uplift 2=-616(LC 7), 8=-679(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2297/754, 3-4=-2141/788, 4-5=-2865/1044, 5-6=-2390/901, 6-7=-2390/901, 7-8=-2263/810 BOT CHORD 2-14=-549/1502, 13-14=-556/1521, 11-13=-906/2548, 10-11=-512/1496, 8-10=-506/1480 WEBS 3-14=-252/642, 3-13=-353/967, 4-13=-690/1771, 5-13=-1962/766, 5-11=-282/76, 6-11=-250/113, 7-11=-487/1274, 7-10=-201/456 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 8. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 19-11-4 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: 1-3=-60, 3-4=-60, 4-5=-60, 5-7=-60, 7-9=-60, 2-8=-20 Concentrated Loads (lb) Vert: 12=-233(B) 11=-168(B) 10=-160(B) 15=-263(B) 16=-201(B) 17=-201(B) 18=-201(B) 19=-201(B) 20=-160(B) 21=-237(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 19-6269A Truss G2 Truss Type Half Hip Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671265 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-kfPRR22vVIk__YL28j8sShp1L_xi0xfsgY?m_5y7Sig Scale = 1:17.2 1 2 3 4 5 6 7 2x4 4x4 3x4 4x4 TJC37 LU24 5-0-05-0-0 -1-0-0 1-0-0 2-7-3 2-7-3 5-0-0 2-4-13 0-4-132-6-1310.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.19 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 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=257/Mechanical, 2=312/0-3-8 Max Horz 2=88(LC 7) Max Uplift 5=-116(LC 4), 2=-86(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=116. 7) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-7-3 from the left end to connect truss(es) to back face of bottom chord, skewed 50.2 deg.to the right, sloping 0.0 deg. down. 10) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 4-0-12 from the left end to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) 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, 2-5=-20 Concentrated Loads (lb) Vert: 6=-83(B) 7=-40(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 19-6269A Truss G3 Truss Type Roof Special Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671266 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:16 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-zOSrK79YN2tjZwXnA6ozJaha4c31d0WBkShko3y7SiX Scale = 1:28.1 1 2 3 4 5 7 6 4x4 4x4 2x4 4x4 3x4 3x4 TJC37 2-7-32-7-3 6-0-03-4-13 -1-0-0 1-0-0 2-7-3 2-7-3 3-7-3 1-0-0 6-0-0 2-4-13 0-4-132-6-134-6-132-6-1310.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=253/Mechanical, 2=342/0-3-8 Max Horz 2=144(LC 22) Max Uplift 6=-112(LC 7), 2=-59(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-299/38 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=112. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-7-3 from the left end to connect truss(es) to back face of bottom chord, skewed 50.2 deg.to the right, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 7=-70(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 19-6269A Truss G4 Truss Type Half Hip Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671267 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-Ra0DXTAB8M?ZB45zkqJCsoEkJ0LuMTvLz6QIKWy7SiW Scale = 1:18.3 1 2 3 4 5 6 7 4x4 2x4 4x4 3x4 TJC37 LU24 6-0-06-0-0 -1-0-0 1-0-0 2-7-3 2-7-3 6-0-0 3-4-13 0-4-132-6-1310.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.27 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.06 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=283/Mechanical, 2=363/0-3-8 Max Horz 2=88(LC 7) Max Uplift 5=-110(LC 4), 2=-104(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=110. 7) 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) 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 2-7-3 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. 10) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 4-0-12 from the left end to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-83(F) 7=-38(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 19-6269A Truss G5 Truss Type Hip Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671268 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:18 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-vnablpBpvg7QpEg9IXqRO?muUQdf5vhUCmArtyy7SiV Scale = 1:35.0 1 2 3 4 5 6 7 8910 11 12 4x4 4x4 3x10 4x4 4x4 3x10 4x4 4x4 6x8 LU24 LU24 LU24 LU24 LU24 6-0-06-0-0 12-0-06-0-0 -1-0-0 1-0-0 4-10-0 4-10-0 7-2-0 2-4-0 12-0-0 4-10-0 1-0-145-10-141-0-145-10-1412.00 12 Plate Offsets (X,Y)-- [2:0-7-7,0-0-7], [4:0-2-4,0-1-12], [5:0-2-4,0-1-12], [7:0-7-7,0-0-7], [8:0-4-0,0-4-4] 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-S 0.22 0.55 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.07 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-6-11, Right 2x6 SPF No.2 -H 3-6-11 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)7=1048/0-3-8, 2=1102/0-3-8 Max Horz 2=111(LC 23) Max Uplift 7=-361(LC 8), 2=-370(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-987/357, 4-5=-703/326, 5-7=-995/360 BOT CHORD 2-8=-233/605, 7-8=-213/611 WEBS 4-8=-238/499, 5-8=-241/505 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7 and 2. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 3-10-8 oc max. starting at 2-0-12 from the left end to 7-11-4 to connect truss(es) to front face of bottom chord. 9) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 3-11-4 oc max. starting at 6-0-0 from the left end to 9-11-4 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-7=-60, 2-7=-20 Concentrated Loads (lb) Vert: 8=-201(F) 9=-247(F) 10=-209(F) 11=-209(F) 12=-263(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 19-6269A Truss G6 Truss Type Half Hip Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671269 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-Nz8_y9CRgzFHQOFLrFMgxDJ5Gq3FqNkdRQvOPOy7SiU Scale = 1:15.7 1 2 3 4 5 6 7 8 4x4 2x4 4x4 3x10 4x4 TJC37 Special 4-0-04-0-0 -1-0-0 1-0-0 1-6-0 1-6-0 4-0-0 2-6-0 1-0-142-6-1412.00 12 Plate Offsets (X,Y)-- [2:0-7-7,0-0-7], [4:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.08 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 2-6 2-6 6 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 SLIDER Left 2x6 SPF No.2 -H 1-6-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=166/Mechanical, 2=243/0-3-8 Max Horz 2=75(LC 7) Max Uplift 6=-80(LC 4), 2=-71(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 1-6-0 from the left end to connect truss(es) to back face of bottom chord, skewed 39.8 deg.to the right, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 54 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 7=-13(B) 8=-28(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 19-6269A Truss G7 Truss Type Half Hip Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671270 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-Nz8_y9CRgzFHQOFLrFMgxDJ5iq4LqNvdRQvOPOy7SiU Scale: 3/4"=1' 1 2 3 4 5 6 2x4 2x4 3x10 4x4 TJC37 1-6-01-6-0 2-0-00-6-0 -1-0-0 1-0-0 1-6-0 1-6-0 2-0-0 0-6-0 1-0-142-6-1412.00 12 Plate Offsets (X,Y)-- [2:0-7-7,0-0-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 2 2 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 1-8-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=71/Mechanical, 2=154/0-3-8 Max Horz 2=83(LC 7) Max Uplift 5=-88(LC 7) Max Grav 5=96(LC 28), 2=154(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 6) 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. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-19(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 19-6269A Truss G8 Truss Type Half Hip Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671271 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-r9iMAVC3RHN82XqYPytvTQsEYDQrZqDnf4fyxqy7SiT Scale = 1:19.5 1 2 3 4 5 7 6 8 9 4x8 2x4 4x4 3x6 3x4 2x4 LU24 LU24 2-7-32-7-3 6-0-03-4-13 -1-0-0 1-0-0 2-7-3 2-7-3 6-0-0 3-4-13 0-10-143-0-1410.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.06 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 -H 1-8-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=267/Mechanical, 2=343/0-3-8 Max Horz 2=90(LC 22) Max Uplift 6=-130(LC 4), 2=-117(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-294/110 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=130. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 4-0-12 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 8=-54(B) 9=-28(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 19-6269A Truss G9 Truss Type Roof Special Girder Qty 1 Ply 2 WF59 Job Reference (optional) I39671272 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-oYp6bBEJzudsHr_wXNvNZrxUd1vQ1eJ47O820jy7SiR Scale = 1:38.1 1 2 3 5 6 7 4 12 11 10 9 813 14 15 16 17 8x8 5x6 4x6 5x8 3x4 3x10 4x6 5x8 3x4 3x10 6x10 6x10 Special Special HUS26 HUS26 HUS26 Special TJC37 Special Special TJC37 Special Special 2-2-32-2-3 4-0-151-10-11 5-3-41-2-5 6-5-91-2-5 8-4-51-10-11 10-6-82-2-3 2-2-3 2-2-3 4-0-15 1-10-11 4-10-11 0-9-12 5-3-4 0-4-9 5-7-13 0-4-9 6-5-9 0-9-12 8-4-5 1-10-11 10-6-8 2-2-3 1-0-155-4-111-0-1511.09 12 7.31 12 Plate Offsets (X,Y)-- [1:Edge,0-1-15], [1:0-1-13,0-4-8], [1:0-0-15,0-1-0], [2:0-1-0,0-1-8], [3:0-5-4,0-2-12], [5:0-5-4,0-2-12], [6:0-1-0,0-1-8], [7:0-1-13,0-4-8], [7:Edge,0-1-15], [7:0-0-15,0-1-0], [8:0-5-8,0-1-8], [10:0-4-0,0-5-8], [12:0-5-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.53 0.88 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.02 (loc) 11 11-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 188 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=6010/0-3-1 (req. 0-4-11), 7=4457/0-3-8 Max Horz 1=97(LC 4) Max Uplift 1=-1165(LC 7), 7=-1152(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5462/1271, 2-3=-4231/1175, 5-6=-4200/1187, 6-7=-5292/1394, 3-4=-3385/986, 4-5=-3385/986 BOT CHORD 1-12=-829/3468, 11-12=-830/3475, 10-11=-815/3087, 9-10=-810/3062, 8-9=-860/3335, 7-8=-859/3329 WEBS 4-10=-820/2793, 5-9=-376/1342, 6-9=-522/156, 6-8=-329/1463, 3-11=-323/1454, 2-11=-708/57, 2-12=-157/1689 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) WARNING: Required bearing size at joint(s) 1 greater than input bearing size. 7) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1165, 7=1152. 9) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 4-5-4 from the left end to 8-5-4 to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 4-4-4 from the left end to connect truss(es) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 11) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 5-9-10 from the left end to connect truss(es) to back face of bottom chord, skewed 30.0 deg.to the left, sloping 0.0 deg. down. 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 19-6269A Truss G9 Truss Type Roof Special Girder Qty 1 Ply 2 WF59 Job Reference (optional) I39671272 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:22 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-oYp6bBEJzudsHr_wXNvNZrxUd1vQ1eJ47O820jy7SiR NOTES- 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1736 lb down and 172 lb up at 0-5-4, 1712 lb down and 179 lb up at 2-5-4, 87 lb down and 114 lb up at 3-8-3, 130 lb down and 137 lb up at 4-8-14, 137 lb down and 137 lb up at 5-0-5, 140 lb down and 138 lb up at 5-3-4, 137 lb down and 137 lb up at 5-6-3, and 114 lb down and 132 lb up at 6-2-4, and 87 lb down and 114 lb up at 6-10-5 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: 1-3=-60, 5-7=-60, 1-7=-20, 3-4=-60, 4-5=-60 Concentrated Loads (lb) Vert: 10=-262(B) 9=-1811(F=-1706, B=-105) 8=-1817(F) 11=-1817(F=-1712, B=-105) 12=-1712(F) 13=-1719(F) 14=-68(B) 15=-251(B) 16=-122(B) 17=-68(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 19-6269A Truss G10 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671273 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Dec 19 12:55:44 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-rm?l3NmU9Is1j6t7?M0TmMlfDzM76pv8YYs9oZy7OhD Scale = 1:75.6 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 2122 23 24 25 2x8 4x6 5x6 5x6 3x6 6x7 2x4 2x4 4x9 5x6 4x5 4x6 8x8 3x8 2x4 8x8 4x9 6x7 2x4 4x7 Special Special Special 3-5-73-5-7 6-9-133-4-6 13-11-147-2-1 20-5-106-5-11 26-11-56-5-11 31-0-34-0-14 37-0-126-0-9 43-3-126-3-0 0-1-1 0-1-1 3-5-7 3-4-6 6-9-13 3-4-6 13-11-14 7-2-1 20-5-10 6-5-11 26-11-5 6-5-11 31-0-3 4-0-14 37-0-12 6-0-9 43-3-12 6-3-0 43-4-13 0-1-1 44-3-12 0-10-15 3-0-59-0-011-0-00-9-12-0-011-0-010.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-8], [2:0-1-12,0-1-8], [4:0-3-0,0-2-1], [8:0-5-4,0-2-0], [9:0-3-8,Edge], [10:0-0-0,0-2-13], [10:0-0-0,0-0-10], [13:0-3-12,0-2-4], [15:0-2-4,0-3-8], [17:0-2-12,0-4-8], [18:0-2-0,0-2-0], [19:0-2-0,0-2-8] 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-S 0.85 0.86 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.46 0.17 (loc) 17-18 17-18 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 258 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 *Except* 7-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-9-15 max.): 1-3, 4-8. BOT CHORD Rigid ceiling directly applied or 9-11-12 oc bracing. Except: 1 Row at midpt 7-15 WEBS 1 Row at midpt 3-17, 5-17, 5-15, 8-13, 9-13 REACTIONS.(lb/size)20=1837/Mechanical, 10=1733/0-3-8 Max Horz 20=-218(LC 8) Max Uplift 20=-402(LC 7), 10=-197(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1750/331, 1-2=-2088/373, 2-3=-3721/534, 3-4=-2659/306, 4-5=-1943/310, 5-6=-2057/292, 6-7=-2057/292, 7-8=-2050/291, 8-9=-2024/291, 9-10=-2410/268 BOT CHORD 19-23=-419/2088, 18-23=-419/2088, 17-18=-550/3792, 17-24=-305/2204, 16-24=-305/2204, 16-25=-305/2204, 15-25=-305/2204, 7-15=-324/128, 12-13=-117/1723, 11-12=-117/1723, 10-11=-117/1723 WEBS 1-19=-465/2636, 2-19=-1496/189, 2-18=-228/2113, 3-18=-1295/193, 3-17=-1971/442, 4-17=-149/1222, 5-17=-595/179, 5-16=0/367, 5-15=-378/110, 13-15=-129/1597, 8-15=-273/1459, 8-13=-451/160, 9-13=-404/212 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=402, 10=197. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down and 74 lb up at 0-7-8, and 52 lb down and 74 lb up at 2-1-8, and 58 lb down and 79 lb up at 4-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 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 19-6269A Truss G10 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671273 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Dec 19 12:55:44 2019 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-rm?l3NmU9Is1j6t7?M0TmMlfDzM76pv8YYs9oZy7OhD 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, 4-8=-60, 8-10=-60, 15-20=-20, 10-14=-20 Concentrated Loads (lb) Vert: 21=-34(B) 22=-30(B) 23=-52(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 19-6269A Truss G11 Truss Type Jack-Closed Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671274 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-c97XiculZI5qwYrYuVPpQynntlYKT3Vyh1Ma0Ly7Sit Scale = 1:17.9 1 2 3 5 4 6 2x4 3x4 2x4 4x4 TJC37 2-11-112-11-11 -1-6-12 1-6-12 2-11-11 2-11-11 1-0-142-11-117.68 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.20 0.02 0.01 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: 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 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=243/0-4-9, 4=76/Mechanical Max Horz 5=80(LC 7) Max Uplift 5=-37(LC 7), 4=-87(LC 7) Max Grav 5=243(LC 1), 4=100(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 7) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 2-3-9 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. 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, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=-2(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 19-6269A Truss G12 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671275 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-YYFH7Iw05vLYAr?x?wRHVNsySY7CxqXF8Lrg5Dy7Sir Scale = 1:74.1 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 235x6 3x4 3x4 6x8 3x6 8x8 5x8 3x4 4x6 4x8 4x6 2x4 4x8 3x4 2x4 4x4 4x8 2x4 8x8 5x8 2x4 LU24 5-0-15-0-1 9-8-94-8-9 16-2-56-5-11 22-8-06-5-11 26-8-144-0-14 34-8-107-11-11 40-9-86-0-14 5-0-1 5-0-1 9-8-9 4-8-9 16-2-5 6-5-11 22-8-0 6-5-11 26-8-14 4-0-14 34-8-10 7-11-11 40-9-8 6-0-14 0-10-149-0-02-4-411-0-04-4-42-0-011-0-010.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-1-8], [4:0-4-0,0-1-4], [8:0-4-12,0-1-12], [9:0-5-8,0-2-8], [11:0-3-0,0-2-4], [14:0-2-8,0-2-8], [16:0-6-4,0-4-8] 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-S 0.90 0.51 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.31 0.13 (loc) 16-17 16-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 252 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 *Except* 7-15: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 -H 3-2-7 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-14 max.): 4-8, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. 1 Row at midpt 7-16 WEBS 1 Row at midpt 5-17, 7-17, 8-14, 9-14, 9-11 REACTIONS.(lb/size)1=1628/0-3-8, 11=1679/0-3-8 Max Horz 1=163(LC 4) Max Uplift 1=-159(LC 7), 11=-291(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2178/212, 3-4=-1909/244, 4-5=-1878/257, 5-7=-1877/257, 7-8=-1972/267, 8-9=-2014/237 BOT CHORD 1-20=-263/1531, 19-20=-263/1531, 17-19=-226/1419, 16-17=-244/1984, 7-16=-281/179, 12-14=-279/2146, 11-12=-278/2151 WEBS 4-19=-76/346, 4-17=-191/824, 5-17=-432/162, 14-16=-142/1642, 8-16=-265/1287, 8-14=-354/117, 9-14=-798/238, 9-11=-2550/325 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One 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. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 39-2-4 from the left end to connect truss(es) to front 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: 1-4=-60, 4-8=-60, 8-9=-60, 9-10=-60, 1-16=-20, 11-15=-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 19-6269A Truss G12 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671275 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:56 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-YYFH7Iw05vLYAr?x?wRHVNsySY7CxqXF8Lrg5Dy7Sir LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 23=-56(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 19-6269A Truss G13 Truss Type Jack-Closed Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671276 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-YYFH7Iw05vLYAr?x?wRHVNsA_YE1xz0F8Lrg5Dy7Sir Scale = 1:25.5 1 2 3 6 5 42x4 3x4 2x4 4x4 3x6 3x4 HUS260-11-80-11-8 2-10-81-11-0 0-11-8 0-11-8 2-10-8 1-11-0 1-6-134-5-512.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-1-8], [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.01 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl **** >999 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=43/0-7-4, 4=76/Mechanical, 5=1634/0-7-4 Max Horz 6=78(LC 7) Max Uplift 6=-9(LC 5), 4=-92(LC 7), 5=-205(LC 7) Max Grav 6=71(LC 7), 4=94(LC 14), 5=1634(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6 and 5. This connection is for uplift only and does not consider lateral forces. 7) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent at 0-11-4 from the left end to connect truss(es) to back 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: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-1546(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 19-6269A Truss G14 Truss Type Half Hip Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671277 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-VxN2YzxGdXcGP98J7KTlanxN4MmKPiiYcfKnA6y7Sip Scale = 1:43.6 1 2 3 4 5 6 7 8 13 12 11 10 914151617181920212223 4x8 3x6 3x4 6x8 5x8 3x4 3x4 4x6 2x4 3x10 2x4 2x4 3x10 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 4-10-124-10-12 11-7-96-8-13 18-2-116-7-1 24-11-86-8-13 -1-0-0 1-0-0 4-10-12 4-10-12 11-7-9 6-8-13 18-2-11 6-7-1 24-11-8 6-8-13 0-10-144-11-1310.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-2-0], [7:0-2-8,0-1-8], [9:Edge,0-4-4], [12:0-3-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.64 0.66 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.12 -0.20 0.06 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 129 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 -H 3-2-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-15 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 6-11-13 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS.(lb/size)9=1742/0-3-8, 2=1756/0-3-8 Max Horz 2=148(LC 7) Max Uplift 9=-928(LC 4), 2=-746(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2178/1020, 4-5=-2421/1270, 5-7=-2421/1270 BOT CHORD 2-13=-783/1533, 12-13=-791/1548, 10-12=-1019/1927, 9-10=-1019/1927 WEBS 4-13=-285/481, 4-12=-623/1056, 5-12=-425/159, 7-12=-307/602, 7-10=-377/597, 7-9=-2310/1223 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9 and 2. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 2-0-12 from the left end to 24-0-12 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: 1-4=-60, 4-8=-60, 2-9=-20 Concentrated Loads (lb) Vert: 11=-118(F) 10=-118(F) 14=-146(F) 15=-126(F) 16=-118(F) 17=-118(F) 18=-118(F) 19=-118(F) 20=-118(F) 21=-118(F) 22=-118(F) 23=-120(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 19-6269A Truss G15 Truss Type Half Hip Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671278 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-VxN2YzxGdXcGP98J7KTlanxU5MvPPtkYcfKnA6y7Sip Scale = 1:19.5 1 2 3 4 5 7 6 8 4x8 2x4 4x4 3x6 3x4 2x4 TJC37 LU24 2-7-32-7-3 6-0-03-4-13 -1-0-0 1-0-0 2-7-3 2-7-3 6-0-0 3-4-13 0-10-143-0-1410.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 0.00 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 -H 1-8-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=283/Mechanical, 2=338/0-3-8 Max Horz 2=90(LC 7) Max Uplift 6=-144(LC 4), 2=-108(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-302/121 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=144. 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) 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 2-7-3 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. 10) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 4-0-12 from the left end to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 7=-45(F) 8=-47(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 19-6269A Truss G16 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671279 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:20:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-z7xQmJyuOqk71JjVg2?_7?Ug1mFg8KihqJ3LiYy7Sio Scale = 1:23.7 1 2 3 4 2x4 3x6 2x4 TJC37 3-2-53-2-5 -1-0-0 1-0-0 3-2-5 3-2-5 0-10-34-0-812.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-2], [2:0-0-5,0-3-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.11 0.08 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2-4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=198/0-3-8, 4=263/Mechanical Max Horz 2=120(LC 7) Max Uplift 4=-189(LC 7) Max Grav 2=198(LC 1), 4=286(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=189. 6) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 3-0-9 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. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 4=-160(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 19-6269A Truss G17 Truss Type HIP GIRDER Qty 1 Ply 2 WF59 Job Reference (optional) I39671280 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:00 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-RJUozfzW98s_eTIiElWDgC1mC9Pntjuq3zpuE?y7Sin Scale = 1:34.0 1 2 3 4 5 6 11 10 9 8 7121314 154x4 4x8 4x4 4x4 5x6 2x4 3x10 2x4 2x4 3x4 3x10 TJC37 TJC37 LU24 LU24 LU24 LU24 LU24 TJC37 TJC37 0-0-60-0-6 4-1-64-1-0 8-3-54-2-0 12-3-94-0-4 16-5-94-2-0 20-6-84-0-15 20-6-140-0-6 4-1-6 4-1-6 8-3-5 4-2-0 12-3-9 4-0-4 16-5-9 4-2-0 20-6-14 4-1-5 0-5-141-8-70-5-141-8-73.54 12 Plate Offsets (X,Y)-- [2:0-5-12,0-2-0], [10:0-3-8,0-1-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.40 0.79 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.21 -0.46 0.07 (loc) 8-10 8-10 6 l/defl >999 >531 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except 2-0-0 oc purlins (4-8-2 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=1567/0-3-8, 6=1572/0-3-8 Max Horz 1=17(LC 7) Max Uplift 1=-608(LC 3), 6=-610(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4462/1721, 2-3=-6331/2460, 3-4=-6331/2460, 4-5=-4264/1674, 5-6=-4401/1697 BOT CHORD 1-11=-1621/4197, 10-11=-1643/4250, 8-10=-2505/6543, 7-8=-2505/6543, 6-7=-1584/4139 WEBS 2-11=-197/482, 2-10=-861/2251, 4-10=-265/101, 4-8=-227/567, 4-7=-2459/947, 5-7=-458/1161 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 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. 10) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 1-11-4 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. 11) Use Simpson Strong-Tie TJC37 (6 nail 90-150) or equivalent at 4-6-5 from the left end to connect truss(es) to front face of bottom chord, skewed 8.6 deg.to the right, sloping 0.0 deg. down. 12) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 6-3-7 from the left end to 14-3-7 to connect truss(es) to front face of bottom chord. 13) Use Simpson Strong-Tie TJC37 (6 nail, 30-90) or equivalent at 16-0-10 from the left end to connect truss(es) to front face of bottom chord, skewed 8.6 deg.to the left, sloping 0.0 deg. down. 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 19-6269A Truss G17 Truss Type HIP GIRDER Qty 1 Ply 2 WF59 Job Reference (optional) I39671280 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:00 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-RJUozfzW98s_eTIiElWDgC1mC9Pntjuq3zpuE?y7Sin NOTES- 14) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 18-7-11 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 15) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 1-6=-20 Concentrated Loads (lb) Vert: 9=-203(F) 11=-245(F) 10=-203(F) 8=-203(F) 7=-245(F) 12=-7(F) 13=-203(F) 14=-203(F) 15=-7(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 19-6269A Truss G18 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 4 WF59 Job Reference (optional) I39671281 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-NicYOL_mgl6iumS4MAYhld69wzBTLZC7WHI?Jty7Sil Scale = 1:53.1 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 112324 5x6 5x6 4x8 2x4 4x6 3x4 3x4 3x4 3x4 4x4 3x4 4x4 4x4 3x4 3x4 2x4 4x6 4x6 6x8 3x4 2x4 4x6 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 0-0-12 0-0-12 0-9-0 0-8-4 1-8-0 0-11-0 3-8-2 2-0-2 5-7-14 1-11-11 7-7-9 1-11-11 9-7-9 2-0-0 11-7-9 2-0-0 13-7-11 2-0-2 15-7-14 2-0-3 18-0-9 2-4-11 20-3-9 2-3-0 20-4-5 0-0-12 0-9-0 0-9-0 1-8-0 0-11-0 3-8-2 2-0-2 5-7-14 1-11-11 7-7-9 1-11-11 10-2-3 2-6-10 13-1-3 2-11-1 16-0-4 2-11-1 18-0-9 2-0-4 20-4-5 2-3-12 1-0-144-1-118-3-44-1-118.49 12 Plate Offsets (X,Y)-- [1:0-1-8,0-1-12], [2:0-1-12,0-1-8], [3:0-1-12,0-1-8], [4:0-1-12,0-1-8], [5:0-1-8,0-1-8], [6:0-2-0,Edge], [8:0-4-0,0-1-12], [9:0-2-8,0-1-8], [12:0-2-8,0-1-8], [16:0-1-8,0-1-12], [21:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.20 0.39 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.03 (loc) 14 14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 685 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 10-11: 2x6 SPF No.2, 1-22: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)22=8502/0-3-7, 11=9251/0-3-7 (req. 0-3-10) Max Horz 22=141(LC 7) Max Uplift 22=-966(LC 7), 11=-1174(LC 8) Max Grav 22=8502(LC 1), 11=9272(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7469/853, 2-3=-9297/1093, 3-4=-9092/1101, 4-5=-8248/1022, 5-6=-7247/931, 6-7=-7726/990, 7-8=-8662/1057, 8-9=-4433/550 BOT CHORD 20-21=-821/6061, 19-20=-980/7577, 18-19=-941/7401, 16-18=-837/6708, 15-16=-671/5596, 14-15=-823/6872, 13-14=-933/7739, 12-13=-912/7552, 11-12=-550/4433 WEBS 3-20=-75/312, 3-19=-362/74, 4-19=-251/2018, 4-18=-1791/267, 5-18=-384/2933, 5-16=-2572/399, 6-16=-596/4440, 6-15=-544/4017, 7-15=-2223/360, 7-14=-305/2497, 8-14=-1262/197, 8-13=-208/1884, 8-12=-6592/778, 9-12=-922/7608, 9-11=-8845/1096, 1-22=-8266/942, 1-21=-808/7203, 2-21=-2498/318, 2-20=-236/2057 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 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 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=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. 8) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=1174. 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 19-6269A Truss G18 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 4 WF59 Job Reference (optional) I39671281 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:02 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-NicYOL_mgl6iumS4MAYhld69wzBTLZC7WHI?Jty7Sil NOTES- 10) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 22. 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, 6-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-6-4 from the left end to 19-6-4 to connect truss(es) to front 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: 1-6=-60, 6-8=-60, 8-10=-60, 11-22=-20 Concentrated Loads (lb) Vert: 20=-1606(F) 19=-1606(F) 18=-1606(F) 16=-1606(F) 15=-1606(F) 14=-1606(F) 13=-1606(F) 21=-1606(F) 23=-1600(F) 24=-1720(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 19-6269A Truss G19 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 4 WF59 Job Reference (optional) I39671282 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-GTs3Ei1Hk_c7NOmsb0ddvTHqvaanHOVjRuGCSey7Sih Scale = 1:100.7 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17323130 29 28 27 26 25 2423 22 21 20 19 18 33 34 35 36 3738 39 40 41 42 43 44 45 46 47 48 49 8x8 8x8 8x8 8x8 8x8 8x8 8x8 8x8 8x10 3x6 3x6 6x8 6x8 4x8 3x6 5x6 8x8 4x8 3x6 3x6 4x6 4x6 3x6 4x8 3x6 10x12 6x8 5x8 6x8 5x8 LU24 LU24 LU24 Special LU24 LU24HUS26 HUS26 LU24 LU24 LU24 LU24 LU24 LU24HUS26 HUS26 LU24 LU24 LU24 LU24 LU24 LU24 LU24 0-1-7 0-1-7 1-2-15 1-1-8 4-2-1 2-11-2 7-1-3 2-11-2 10-11-6 3-10-3 14-3-5 3-3-15 14-6-10 0-3-5 18-1-14 3-7-4 22-8-10 4-6-12 27-3-6 4-6-12 30-10-10 3-7-4 31-1-15 0-3-5 34-5-14 3-3-15 38-4-4 3-10-6 42-2-10 3-10-6 46-1-0 3-10-6 50-0-2 3-11-2 -1-5-0 1-5-0 1-2-15 1-2-15 4-2-1 2-11-2 7-1-3 2-11-2 10-11-6 3-10-3 13-7-0 2-7-10 14-3-5 0-8-5 14-6-10 0-3-5 14-9-15 0-3-5 15-6-4 0-8-5 18-1-14 2-7-10 22-8-10 4-6-12 27-3-6 4-6-12 29-11-0 2-7-10 30-7-5 0-8-5 30-10-10 0-3-5 31-1-15 0-3-5 31-10-4 0-8-5 34-5-14 2-7-10 38-4-4 3-10-6 42-2-10 3-10-6 46-1-0 3-10-6 50-0-2 3-11-2 51-0-2 1-0-0 1-0-141-11-75-0-87-0-80-8-32-0-03-11-78.49 12 12.00 12 10.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-2-0], [6:0-5-4,0-4-0], [10:0-5-4,0-3-12], [15:0-2-8,0-4-0], [16:0-4-4,0-2-8], [22:0-6-0,0-5-8], [28:0-2-8,0-2-8], [30:0-4-4,0-4-0], [32:0-3-8,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 19.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.20 0.30 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.49 -0.98 0.06 (loc) 24-25 24-25 16 l/defl >999 >610 n/a L/d 240 180 n/a PLATES MT20 Weight: 1876 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x8 SP 2250F 1.8E *Except* 15-17: 2x6 SP No.1 BOT CHORD 2x8 SP 2250F 1.8E *Except* 5-29: 2x4 SP DSS WEBS 2x4 SP DSS BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6, 8-10, 12-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=4321/0-3-8, 2=4545/0-2-1 Max Horz 2=-108(LC 27) Max Uplift 16=-1970(LC 8), 2=-2142(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6256/3017, 3-4=-4853/2365, 4-5=-18987/9077, 5-6=-19019/9085, 6-7=-10440/4942, 7-8=-10388/4939, 8-9=-17592/8256, 9-10=-17593/8256, 10-11=-11797/5631, 11-12=-11687/5556, 12-13=-12104/5748, 13-14=-8588/4090, 14-15=-8588/4090, 15-16=-6223/2917 BOT CHORD 2-32=-2130/4404, 31-32=-5876/12193, 30-31=-5876/12193, 29-30=-127/289, 5-30=-444/863, 28-29=-372/783, 27-28=-5698/12051, 25-27=-7532/16241, 24-25=-8164/17576, 22-24=-8165/17580, 20-22=-6830/14616, 19-20=-5651/12104, 18-19=-2132/4640, 16-18=-2123/4624 WEBS 3-32=-1964/4033, 4-32=-8160/3922, 4-30=-3476/7418, 28-30=-5964/12618, 6-30=-3721/7703, 6-28=-6201/2919, 6-27=-6035/2904, 8-25=-793/1771, 9-25=-400/148, 10-22=-12140/5673, 12-20=-3324/1572, 13-20=-1225/2499, 13-19=-4651/2193, 15-19=-2463/5224, 15-18=-213/394, 8-27=-11753/5476, 12-22=-8202/3901, 7-27=-6623/13783, 11-22=-7509/15585 NOTES- 1) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 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=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2.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 19-6269A Truss G19 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 4 WF59 Job Reference (optional) I39671282 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:06 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-GTs3Ei1Hk_c7NOmsb0ddvTHqvaanHOVjRuGCSey7Sih NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=1970, 2=2142. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 6-3-12 oc max. starting at 2-11-6 from the left end to 45-11-6 to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 14-4-0 oc max. starting at 13-6-10 from the left end to 31-10-10 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) 89 lb down and 102 lb up at 7-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-56, 3-6=-56, 6-7=-56, 7-8=-56, 8-10=-56, 10-11=-56, 11-12=-56, 12-15=-56, 15-17=-56, 2-30=-30, 16-29=-30 Concentrated Loads (lb) Vert: 30=-72(B) 20=-72(B) 19=-72(B) 18=-232(B) 21=-43(B) 23=-16(B) 33=-117(B) 34=-70(B) 35=-72(B) 36=-39(B) 37=-16(B) 38=-798(B) 39=-798(B) 40=-18(B) 41=-42(B) 42=-72(B) 43=-72(B) 44=-39(B) 45=-798(B) 46=-798(B) 47=-20(B) 48=-72(B) 49=-72(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 19-6269A Truss G20 Truss Type Roof Special Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671283 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-CszpfO3XGbsrchvEiRf5_uM1sOEMlCW0vClJWXy7Sif Scale: 1/4"=1' 1 2 3 4 5 6 11 10 9 8 71213141516173x10 4x6 4x4 4x8 2x4 6x8 4x6 3x4 2x4 8x8 2x4 TJC37 TJC37 TJC37 HUS26 TJC37 TJC37 TJC37 0-0-60-0-6 4-8-134-8-7 9-2-34-5-5 14-4-85-2-5 18-3-153-11-7 18-4-50-0-6 4-8-13 4-8-13 9-2-3 4-5-5 14-4-8 5-2-5 18-4-5 3-11-13 1-0-143-10-117-6-123-10-118.49 12 Plate Offsets (X,Y)-- [1:0-4-8,0-0-9], [3:0-1-12,0-1-8], [5:0-5-8,0-2-0], [7:Edge,0-4-4], [9:0-4-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.81 0.42 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.11 0.03 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 2-11-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. REACTIONS.(lb/size)1=1373/0-4-3, 7=1419/0-4-3 Max Horz 1=154(LC 26) Max Uplift 1=-673(LC 7), 7=-648(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1880/936, 3-4=-1565/863, 4-5=-1601/871 BOT CHORD 1-11=-803/1379, 9-11=-803/1379, 8-9=-672/1396, 7-8=-675/1405 WEBS 4-9=-900/1428, 5-7=-1880/906 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Two 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. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 2-9-15 oc max. starting at 2-2-3 from the left end to 7-1-10 to connect truss(es) to back face of bottom chord. 9) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent at 9-2-3 from the left end to connect truss(es) to back face of bottom chord. 10) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 2-9-15 oc max. starting at 11-2-11 from the left end to 16-2-2 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: 1-4=-60, 4-5=-60, 5-6=-60, 1-7=-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 19-6269A Truss G20 Truss Type Roof Special Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671283 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:08 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-CszpfO3XGbsrchvEiRf5_uM1sOEMlCW0vClJWXy7Sif LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-844(B) 12=-2(B) 13=-65(B) 14=-151(B) 15=-159(B) 16=-79(B) 17=-35(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 19-6269A Truss G21 Truss Type Half Hip Girder Qty 4 Ply 1 WF59 Job Reference (optional) I39671284 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-g2XCsk491v_iErUQG8AKX6vJRoemUoy97sUs2zy7Sie Scale = 1:43.0 1 2 3 4 6 57 2x4 4x4 3x6 2x4 4x6 TJC37 Special TJC37 4-8-114-8-11 6-2-51-5-10 -1-0-0 1-0-0 4-8-11 4-8-11 6-2-5 1-5-10 0-10-35-6-136-5-156-2-212.00 12 7.82 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-2], [2:0-0-5,0-3-15], [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.37 0.16 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.02 0.00 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=828/Mechanical, 2=371/0-3-8 Max Horz 2=198(LC 7) Max Uplift 5=-521(LC 7), 2=-22(LC 7) Max Grav 5=835(LC 28), 2=371(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-280/81 WEBS 3-6=-178/360, 3-5=-447/277 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=521. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 7) Use Simpson Strong-Tie TJC37 (4 nail, 150-157) or equivalent at 4-8-11 from the left end to connect truss(es) to back face of bottom chord, skewed 61.9 deg.to the right, sloping 0.0 deg. down. 8) Use Simpson Strong-Tie TJC37 (6 nail 90-150) or equivalent at 6-0-9 from the left end to connect truss(es) to back face of bottom chord, skewed 28.1 deg.to the right, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in contact with lumber. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 192 lb down and 142 lb up at 5-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-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 19-6269A Truss G21 Truss Type Half Hip Girder Qty 4 Ply 1 WF59 Job Reference (optional) I39671284 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:09 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-g2XCsk491v_iErUQG8AKX6vJRoemUoy97sUs2zy7Sie LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-274(B) 6=-193(B) 7=-192(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 19-6269A Truss G22 Truss Type Jack-Closed Girder Qty 2 Ply 1 WF59 Job Reference (optional) I39671285 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:10 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-8E5a345ooD6Zr?3dqshZ3JRUZBzlDIhJMWEQbQy7Sid Scale = 1:14.7 1 2 3 4 5 6 2x4 2x4 3x4 TJC37 Special TJC37 5-3-105-3-2 -1-8-4 1-8-4 5-3-10 5-3-10 0-5-141-9-92.97 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-8] 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-P 0.35 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.02 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=265/Mechanical, 2=338/0-4-1 Max Horz 2=54(LC 3) Max Uplift 4=-102(LC 3), 2=-148(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=102. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 7) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 3-2-8 oc max. starting at 1-11-6 from the left end to 5-1-14 to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 18 lb down and 20 lb up at 2-6-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 4=-80(B) 5=3(B) 6=-16(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 19-6269A Truss G23 Truss Type COMMON GIRDER Qty 1 Ply 3 WF59 Job Reference (optional) I39671286 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:11 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-cRfyHQ5QZWEQT9epNZCocX_eebEkygaSbAzz7sy7Sic Scale = 1:47.0 1 2 3 4 5 67 13 12 11 10 9 814 5x6 3x4 3x6 4x6 3x4 8x8 5x6 3x4 4x6 3x4 3x10 5x8 8x8 Special HUS26 HUS28 HUS28 HUS28 HUS26 1-8-111-8-11 3-9-72-0-12 5-9-61-11-15 7-9-51-11-15 9-0-31-2-15 11-8-72-8-3 12-8-00-11-9 1-8-11 1-8-11 3-9-7 2-0-12 6-4-0 2-6-9 9-0-3 2-8-3 11-8-7 2-8-3 12-8-0 0-11-9 0-10-37-2-30-10-312.00 12 Plate Offsets (X,Y)-- [1:0-4-9,0-1-0], [1:0-2-0,0-4-6], [1:0-1-0,0-1-0], [2:0-1-4,0-1-8], [3:0-1-4,0-1-8], [4:0-1-4,0-1-12], [5:0-1-4,0-1-8], [6:0-1-4,0-1-8], [7:Edge,0-5-1], [7:0-4-6 ,0-2-0], [7:0-1-0,0-1-0], [11:0-3-8,0-4-8], [13:0-3-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.39 0.57 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.02 (loc) 11 11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 304 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 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=6730/0-3-8, 7=7714/0-3-8 (req. 0-4-1) Max Horz 1=-129(LC 5) Max Uplift 1=-857(LC 8), 7=-891(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7583/973, 2-3=-6553/845, 3-4=-5498/743, 4-5=-6057/804, 5-6=-6758/827, 6-7=-7891/914 BOT CHORD 1-13=-633/4594, 12-13=-633/4594, 11-12=-576/4606, 10-11=-410/3519, 9-10=-533/4739, 8-9=-486/4247, 7-8=-486/4247 WEBS 2-13=-194/1287, 3-12=-317/2176, 3-11=-1699/330, 4-11=-585/4194, 4-10=-516/3801, 5-10=-1484/266, 5-9=-197/1773, 6-9=-83/547, 6-8=-176/1557 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 0-7-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) WARNING: Required bearing size at joint(s) 7 greater than input bearing size. 7) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 7. This connection is for uplift only and does not consider lateral forces. 9) Use Simpson Strong-Tie HUS26 (14-16d Girder, 6-16d Truss) or equivalent at 3-8-14 from the left end to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong-Tie HUS28 (22-16d Girder, 4-16d Truss, Single Ply Girder) or equivalent at 5-8-14 from the left end to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong-Tie HUS28 (22-10d Girder, 4-10d Truss) or equivalent spaced at 1-11-14 oc max. starting at 7-8-14 from the left end to 9-8-12 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 19-6269A Truss G23 Truss Type COMMON GIRDER Qty 1 Ply 3 WF59 Job Reference (optional) I39671286 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:11 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-cRfyHQ5QZWEQT9epNZCocX_eebEkygaSbAzz7sy7Sic NOTES- 12) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss) or equivalent at 11-8-12 from the left end to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2128 lb down and 328 lb up at 1-8-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 13=-2119(F) 12=-2202(F) 11=-2282(F) 10=-2362(F) 8=-2206(F) 14=-2284(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 19-6269A Truss G24 Truss Type Hip Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671287 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-4dDKUm62KqMH5JD?xHj19kXvr?iJhCqbqqjXfIy7Sib Scale = 1:14.3 1 2 3 4 56 78 9 4x4 4x4 3x6 3x6 3x4 TJC37 Special TJC37 2-0-02-0-0 4-0-02-0-0 -0-6-0 0-6-0 1-7-0 1-7-0 2-5-0 0-10-0 4-0-0 1-7-0 4-6-0 0-6-0 0-8-72-3-70-8-72-3-712.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-11], [2:0-2-1,0-4-6], [2:0-1-0,0-1-0], [3:0-2-8,0-2-0], [4:0-2-8,0-2-0], [5:0-1-0,0-1-0], [5:0-2-1,0-4-6], [5:0-3-0,0-0-11] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.04 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=256/0-3-8, 5=256/0-3-8 Max Horz 2=-41(LC 5) Max Uplift 2=-93(LC 7), 5=-93(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 5. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 1-7-0 from the left end to connect truss(es) to front face of bottom chord, skewed 39.8 deg.to the left, sloping 0.0 deg. down. 9) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-5-0 from the left end to connect truss(es) to front face of bottom chord, skewed 39.8 deg.to the right, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 53 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 2-5=-20 Concentrated Loads (lb) Vert: 7=-50(F) 8=-44(F) 9=-44(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 19-6269A Truss G25 Truss Type Jack-Closed Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671288 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-Ypnii67g57U8iToCV_FGhy33YP1CQf7l2US4Bky7Sia Scale = 1:23.7 1 2 3 4 7 6 5 85x6 2x4 2x4 5x6 2x4 Special Special 2-3-82-3-8 3-2-50-10-13 -1-0-0 1-0-0 1-9-5 1-9-5 2-3-8 0-6-3 3-2-5 0-10-13 0-10-34-0-82-0-82-0-012.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-0-0], [2:0-2-4,0-2-8], [6:0-3-0,0-3-8], [7:0-2-12,0-2-12] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.11 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.01 (loc) 6 6 5 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 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=148/Mechanical, 7=229/0-3-8 Max Horz 7=117(LC 7) Max Uplift 5=-161(LC 7), 7=-29(LC 7) Max Grav 5=180(LC 28), 7=229(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Bearings are assumed to be: Joint 7 User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=161. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 50 lb up at 1-9-5, and 77 lb down and 84 lb up at 2-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 6-7=-20, 5-6=-20 Concentrated Loads (lb) Vert: 6=-46(F) 8=-32(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 19-6269A Truss G26 Truss Type Jack-Closed Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671289 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-10L5vS8IsRd?KcNO3hmVE9cE8pMB95QuH8CdkBy7SiZ Scale = 1:39.8 1 2 3 6 5 4 7 8 3x4 3x4 2x4 4x4 3x4 2x4 TJC37 TJC37 3-3-103-3-10 6-6-33-2-9 0-4-9 0-4-9 3-3-10 2-11-1 6-6-3 3-2-9 0-5-86-5-410.58 12 Plate Offsets (X,Y)-- [1:0-1-8,0-1-8], [2:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.08 0.08 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: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=293/0-4-5, 4=274/Mechanical Max Horz 6=164(LC 7) Max Uplift 4=-138(LC 7) Max Grav 6=293(LC 1), 4=289(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-270/0 WEBS 2-4=-251/127 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=138. 6) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 2-3-3 oc max. starting at 1-9-2 from the left end to 4-0-6 to connect truss(es) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=-51(B) 8=-25(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 19-6269A Truss G27 Truss Type Jack-Closed Girder Qty 2 Ply 1 WF59 Job Reference (optional) I39671290 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-10L5vS8IsRd?KcNO3hmVE9cE9pMC95OuH8CdkBy7SiZ Scale = 1:39.8 1 2 3 6 5 4 7 8 2x4 3x4 2x4 4x4 3x4 2x4 TJC37 TJC37 3-3-103-3-10 6-6-33-2-9 0-4-9 0-4-9 3-3-10 2-11-1 6-6-3 3-2-9 0-5-86-5-410.58 12 Plate Offsets (X,Y)-- [1:0-1-8,0-1-8], [2:0-1-8,0-1-8], [6:0-1-12,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.07 0.08 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: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=286/0-4-5, 4=274/Mechanical Max Horz 6=163(LC 7) Max Uplift 4=-137(LC 7) Max Grav 6=286(LC 1), 4=293(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-268/0 WEBS 2-4=-256/125 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=137. 6) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 2-3-3 oc max. starting at 2-1-6 from the left end to 4-4-10 to connect truss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=-49(F) 8=-20(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 19-6269A Truss G28 Truss Type Jack-Closed Girder Qty 1 Ply 1 WF59 Job Reference (optional) I39671291 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:15 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-VCuT7n8wcllsymyacPHkmN9PuCiQuYf2WoxBGdy7SiY Scale = 1:39.8 1 2 3 6 5 4 7 8 3x4 3x4 2x4 4x4 3x4 2x4 TJC37 TJC37 3-3-103-3-10 6-6-33-2-9 0-4-9 0-4-9 3-3-10 2-11-1 6-6-3 3-2-9 0-5-86-5-410.58 12 Plate Offsets (X,Y)-- [1:0-1-8,0-1-8], [2:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.08 0.08 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: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=291/0-4-5, 4=274/Mechanical Max Horz 6=164(LC 7) Max Uplift 4=-137(LC 7) Max Grav 6=291(LC 1), 4=291(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-270/0 WEBS 2-4=-254/126 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=137. 6) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 2-3-3 oc max. starting at 1-10-14 from the left end to 4-2-1 to connect truss(es) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=-52(B) 8=-23(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 19-6269A Truss H1 Truss Type Hip Qty 1 Ply 1 WF59 Job Reference (optional) I39671292 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-GkNUoWFxkCljv?Z744Qc53UbqRK3m9XDL2tcY9y7SiQ Scale = 1:45.6 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 16 17 18 4x8 5x6 3x4 2x4 3x4 5x8 4x6 7-2-17-2-1 14-9-157-7-14 22-0-07-2-1 -1-0-0 1-0-0 7-2-1 7-2-1 14-9-15 7-7-14 22-0-0 7-2-1 23-0-0 1-0-0 0-6-137-8-140-6-137-8-1412.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-13], [2:0-1-10,0-4-0], [3:0-5-4,0-2-0], [4:0-5-4,0-2-0], [5:0-0-13,0-0-13], [5:0-1-10,0-4-0], [5:0-3-0,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- 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 0.82 0.54 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.24 0.03 (loc) 5-7 5-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 2-2-0 oc purlins, except 2-0-0 oc purlins (4-4-14 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS.(lb/size)2=937/0-3-8, 5=937/0-3-8 Max Horz 2=-159(LC 9) Max Uplift 2=-111(LC 11), 5=-111(LC 12) Max Grav 2=988(LC 2), 5=969(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1096/172, 3-4=-651/199, 4-5=-1058/172 BOT CHORD 2-9=-105/713, 7-9=-105/706, 5-7=-43/657 WEBS 3-9=0/392, 4-7=-1/340 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-2-1, Exterior(2) 7-2-1 to 11-4-15, Interior(1) 11-4-15 to 14-9-15, Exterior(2) 14-9-15 to 19-0-13, Interior(1) 19-0-13 to 23-0-0 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 7) Two 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. 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 19-6269A Truss H2 Truss Type Hip Qty 1 Ply 1 WF59 Job Reference (optional) I39671293 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:31 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-1HsWTGLzrfmasEAfYmZUQlp6Ff5femKOBHp1qiy7SiI Scale = 1:54.1 1 2 3 4 5 6 78 11 10 9 12 13 14 5x8 4x8 3x6 4x4 3x10 2x4 3x4 2x4 3x6 7-4-97-4-9 14-7-77-2-14 22-0-07-4-9 -1-0-0 1-0-0 4-5-14 4-5-14 8-10-1 4-4-3 13-1-15 4-3-14 17-6-2 4-4-3 22-0-0 4-5-14 23-0-0 1-0-0 0-6-139-4-140-6-139-4-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-10], [2:0-1-10,0-4-0], [2:0-0-13,0-0-13], [4:0-5-4,0-2-0], [5:0-4-4,0-1-0], [7:0-0-13,0-0-13], [7:0-1-10,0-4-0], [7:0-3-0,0-0-10] 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-S 0.22 0.43 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.19 0.03 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 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 5-7-3 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. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size)2=937/0-3-8, 7=937/0-3-8 Max Horz 2=192(LC 10) Max Uplift 2=-117(LC 11), 7=-117(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1032/180, 3-4=-886/238, 4-5=-503/205, 5-6=-887/239, 6-7=-1032/180 BOT CHORD 2-11=-127/714, 9-11=-35/536, 7-9=-46/646 WEBS 4-11=-84/358, 5-9=-117/424 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-10-1, Exterior(2) 8-10-1 to 17-7-1, Interior(1) 17-7-1 to 23-0-0 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 7) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 19-6269A Truss H3 Truss Type Hip Qty 1 Ply 1 WF59 Job Reference (optional) I39671294 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-VTQuhbMbczuRUNlr6T4jzyMGe3PjN9qYQxZaM8y7SiH Scale = 1:62.0 1 2 3 4 5 6 7 8 9 10 13 12 11 14 15 16 17 18 19 20 21 3x4 5x6 3x4 3x6 3x4 3x4 2x4 5x6 3x6 3x10 2x4 7-4-97-4-9 14-7-77-2-14 22-0-07-4-9 -1-0-0 1-0-0 5-3-14 5-3-14 10-6-1 5-2-3 11-5-15 0-11-14 16-8-2 5-2-3 22-0-0 5-3-14 23-0-0 1-0-0 0-6-1311-0-140-6-1311-0-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-10], [2:0-1-10,0-4-0], [2:0-0-13,0-0-13], [5:0-3-9,0-2-8], [6:0-3-9,0-2-8], [9:0-0-13,0-0-13], [9:0-1-10,0-4-0], [9:0-3-0,0-0-10] 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-S 0.31 0.50 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.18 0.03 (loc) 11-13 2-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 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 5-5-14 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size)2=937/0-3-8, 9=937/0-3-8 Max Horz 2=-222(LC 9) Max Uplift 2=-119(LC 11), 9=-119(LC 12) Max Grav 2=955(LC 18), 9=952(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1050/165, 3-5=-958/267, 5-6=-503/213, 6-8=-959/270, 8-9=-1047/165 BOT CHORD 2-13=-126/798, 11-13=-38/544, 9-11=-39/698 WEBS 3-13=-292/235, 6-11=-154/497, 5-13=-185/556, 8-11=-290/236 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-6-1, Exterior(2) 10-6-1 to 15-8-13, Interior(1) 15-8-13 to 23-0-0 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 7) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9. This connection is for uplift only and does not consider lateral forces. 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 19-6269A Truss H4 Truss Type Half Hip Qty 2 Ply 1 WF59 Job Reference (optional) I39671295 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:33 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-zf_GuxMDNH0I6XK2gBcyVAuQZTp?6idhfbI8vay7SiG Scale = 1:29.3 1 2 3 4 5 6 7 4x4 2x4 3x4 2x4 6-0-06-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 6-0-0 1-0-0 0-4-134-6-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [3:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.36 0.24 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.10 0.00 (loc) 2 2-5 5 l/defl **** >717 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=221/Mechanical, 2=304/0-3-8 Max Horz 2=149(LC 11) Max Uplift 5=-80(LC 11), 2=-20(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-0-0, Exterior(2) 5-0-0 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 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 19-6269A Truss H5 Truss Type Half Hip Qty 1 Ply 1 WF59 Job Reference (optional) I39671296 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-RsYf6HNr8a89khvEEu7B2NRaRt9Ar8ertF2hR0y7SiF Scale = 1:42.2 1 2 3 4 5 7 6 8 9 10 11 3x4 3x4 3x10 5x6 5x6 2x4 5x8 6-0-126-0-12 12-0-05-11-4 -1-0-0 1-0-0 6-0-12 6-0-12 12-0-0 5-11-4 1-0-147-1-912.00 12 Plate Offsets (X,Y)-- [2:0-7-3,0-0-11], [4:0-4-4,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.42 0.25 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.01 (loc) 6-7 2-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 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 2x8 SP No.2 -H 4-6-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS.(lb/size)6=472/0-3-8, 2=537/0-3-8 Max Horz 2=214(LC 11) Max Uplift 6=-108(LC 8), 2=-34(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-452/32 WEBS 4-6=-359/149 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-0-12, Exterior(2) 6-0-12 to 10-3-10, Interior(1) 10-3-10 to 11-10-4 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 6) 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. 7) 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 19-6269A Truss H6 Truss Type Half Hip Qty 1 Ply 1 WF59 Job Reference (optional) I39671297 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-RsYf6HNr8a89khvEEu7B2NRUwt88r70rtF2hR0y7SiF Scale = 1:51.5 1 2 3 4 5 7 6 8 9 10 2x4 3x4 3x10 5x6 5x6 2x4 8x8 7-7-157-7-15 12-0-04-4-1 -1-0-0 1-0-0 7-7-15 7-7-15 12-0-0 4-4-1 1-0-148-8-1312.00 12 Plate Offsets (X,Y)-- [2:0-7-3,0-0-11], [4:0-5-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.77 0.31 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.19 0.00 (loc) 2-7 2-7 6 l/defl >999 >748 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 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 2x8 SP No.2 -H 5-8-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS.(lb/size)6=472/0-3-8, 2=537/0-3-8 Max Horz 2=262(LC 11) Max Uplift 6=-139(LC 11), 2=-12(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-403/7 WEBS 4-6=-423/198 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-7-15, Exterior(2) 7-7-15 to 11-10-4 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) The Fabrication Tolerance at joint 4 = 16% 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 7) 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. 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 19-6269A Truss H7 Truss Type Half Hip Qty 1 Ply 1 WF59 Job Reference (optional) I39671298 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:35 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-v261JdOTvuG0LrUQnceQab_oPGUOaWB_6vnEzTy7SiE Scale = 1:61.7 1 2 3 4 5 6 8 7 9 10 11 6x8 2x4 3x4 3x10 5x6 5x6 3x4 2x4 6-0-06-0-0 12-0-06-0-0 -1-0-0 1-0-0 4-9-11 4-9-11 9-3-15 4-6-3 12-0-0 2-8-1 1-0-1410-4-1312.00 12 Plate Offsets (X,Y)-- [2:0-7-3,0-0-11], [5:0-6-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.31 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.12 0.00 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 3-6-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS.(lb/size)7=472/0-3-8, 2=537/0-3-8 Max Horz 2=313(LC 11) Max Uplift 7=-194(LC 11) Max Grav 7=516(LC 18), 2=537(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-475/0, 4-5=-422/100 BOT CHORD 2-8=-177/312 WEBS 4-8=-308/252, 5-7=-408/224, 5-8=-219/477 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-3-15, Exterior(2) 9-3-15 to 11-10-4 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 19-6269A Truss H8 Truss Type Half Hip Qty 1 Ply 1 WF59 Job Reference (optional) I39671299 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-NEgPXzP5gCOtz?2dLJ9f7oWxZgrIJ1r7LZXoVvy7SiD Scale = 1:71.0 1 2 3 4 5 6 7 9 8 10 3x4 4x4 2x4 4x8 3x10 5x6 5x6 2x4 3x4 6-0-06-0-0 12-0-06-0-0 -1-0-0 1-0-0 5-7-11 5-7-11 10-11-15 5-4-3 12-0-0 1-0-1 1-0-1412-0-1312.00 12 Plate Offsets (X,Y)-- [2:0-7-3,0-0-11], [4:0-1-8,0-1-8], [6:0-2-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.31 0.21 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.05 0.01 (loc) 2-9 2-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 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 2x8 SP No.2 -H 4-1-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-8, 6-8 REACTIONS.(lb/size)8=478/0-3-8, 2=525/0-3-8 Max Horz 2=363(LC 11) Max Uplift 8=-267(LC 11) Max Grav 8=494(LC 18), 2=525(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-457/0 BOT CHORD 2-9=-167/293, 8-9=-166/302 WEBS 4-8=-422/229 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-11-15, Exterior(2) 10-11-15 to 11-10-4 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=267. 6) 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 19-6269A Truss H9 Truss Type Half Hip Qty 1 Ply 1 WF59 Job Reference (optional) I39671300 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-NEgPXzP5gCOtz?2dLJ9f7oWyQgtuJ3c7LZXoVvy7SiD Scale = 1:24.3 1 2 3 4 5 6 7 4x4 2x4 3x4 3x10 5x6 4-0-04-0-0 -1-0-0 1-0-0 3-2-0 3-2-0 4-0-0 0-10-0 1-0-144-2-1412.00 12 Plate Offsets (X,Y)-- [2:0-7-3,0-0-11], [4:0-2-8,0-2-0] 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-P 0.19 0.10 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.02 0.00 (loc) 2 2-6 6 l/defl **** >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 SLIDER Left 2x8 SP No.2 -H 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=146/Mechanical, 2=222/0-3-8 Max Horz 2=126(LC 11) Max Uplift 6=-81(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 7) 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 19-6269A Truss H10 Truss Type Half Hip Qty 1 Ply 1 WF59 Job Reference (optional) I39671301 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-kxxt?sFaVWtaX98JeoxreG0r_rdGVXyMaid94cy7SiP Scale = 1:47.4 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 17 18 19 20 4x6 3x4 3x4 4x4 3x10 4x4 4x4 4x4 3x4 3x4 3x4 3x4 7-1-67-1-6 15-10-118-9-5 24-11-89-0-13 -1-0-0 1-0-0 7-1-6 7-1-6 12-11-9 5-10-3 18-9-13 5-10-3 24-11-8 6-1-11 0-10-146-10-010.00 12 Plate Offsets (X,Y)-- [2:0-6-5,Edge], [4:0-4-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.48 0.73 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.44 0.04 (loc) 9-10 9-10 9 l/defl >999 >683 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 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 4-9-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-11 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 7-9 REACTIONS.(lb/size)9=991/0-3-8, 2=1054/0-3-8 Max Horz 2=204(LC 11) Max Uplift 9=-198(LC 8), 2=-107(LC 8) Max Grav 9=1020(LC 2), 2=1066(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1239/166, 4-5=-857/190, 5-7=-942/162 BOT CHORD 2-12=-191/846, 10-12=-200/1002, 9-10=-152/735 WEBS 4-12=-42/458, 7-10=-37/507, 7-9=-1059/224 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-1-6, Exterior(2) 7-1-6 to 11-4-4, Interior(1) 11-4-4 to 24-9-12 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) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9 and 2. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 19-6269A Truss H11 Truss Type Half Hip Qty 1 Ply 1 WF59 Job Reference (optional) I39671302 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-kxxt?sFaVWtaX98JeoxreG0ntrf4VWsMaid94cy7SiP Scale = 1:53.4 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 6x8 3x4 3x10 4x4 4x4 3x6 3x4 2x4 2x4 4x8 4x4 8-5-08-5-0 17-0-108-7-10 24-11-87-10-14 -1-0-0 1-0-0 4-10-6 4-10-6 9-5-4 4-6-14 17-0-10 7-7-6 24-11-8 7-10-14 0-10-148-9-410.00 12 Plate Offsets (X,Y)-- [2:0-6-5,Edge], [5:0-6-0,0-1-12], [7:0-2-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.74 0.62 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.31 0.03 (loc) 9-11 9-11 8 l/defl >999 >973 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-2-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-4 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 5-9, 6-9 REACTIONS.(lb/size)8=991/0-3-8, 2=1054/0-3-8 Max Horz 2=263(LC 11) Max Uplift 8=-198(LC 8), 2=-108(LC 11) Max Grav 8=1045(LC 2), 2=1054(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1226/156, 4-5=-1049/184, 5-6=-690/140, 6-7=-690/140, 7-8=-924/218 BOT CHORD 2-11=-269/832, 9-11=-178/708 WEBS 5-11=-85/421, 6-9=-542/200, 7-9=-203/999 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-5-4, Exterior(2) 9-5-4 to 13-8-3, Interior(1) 13-8-3 to 24-9-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 2. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 19-6269A Truss H12 Truss Type Half Hip Qty 1 Ply 1 WF59 Job Reference (optional) I39671303 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-C7VFDCGCGp?R8JjVCVS4AUZ0EE_zEwpWpMMjd2y7SiO Scale: 3/16"=1' 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 17 18 19 20 21 3x4 6x8 2x4 4x4 3x10 4x4 4x4 3x4 3x4 2x4 3x4 3x4 8-5-08-5-0 16-6-88-1-8 24-11-88-5-0 -1-0-0 1-0-0 6-0-12 6-0-12 11-10-1 5-9-4 18-3-0 6-5-0 24-11-8 6-8-8 0-10-1410-9-410.00 12 Plate Offsets (X,Y)-- [2:0-6-5,Edge], [6:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.51 0.70 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.40 0.03 (loc) 9-10 9-10 9 l/defl >999 >741 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 SLIDER Left 2x6 SPF No.2 -H 4-0-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 6-10, 7-9 REACTIONS.(lb/size)9=991/0-3-8, 2=1054/0-3-8 Max Horz 2=323(LC 11) Max Uplift 9=-198(LC 8), 2=-103(LC 11) Max Grav 9=1079(LC 2), 2=1096(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1271/119, 4-6=-1146/203, 6-7=-604/122 BOT CHORD 2-12=-301/931, 10-12=-167/646, 9-10=-114/527 WEBS 4-12=-296/235, 6-12=-175/593, 7-10=-75/519, 7-9=-976/214 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-10-1, Exterior(2) 11-10-1 to 16-0-15, Interior(1) 16-0-15 to 24-9-12 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) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9 and 2. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 19-6269A Truss H13 Truss Type Half Hip Qty 1 Ply 1 WF59 Job Reference (optional) I39671304 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-gJ3dQYHq177ImSHimD_Jjh6AIeI1zL6f206G9Uy7SiN Scale = 1:75.7 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 17 18 19 20 21 22 3x4 2x4 4x4 3x10 4x4 4x4 3x4 3x4 2x4 5x6 3x4 3x4 8-5-08-5-0 16-6-88-1-8 24-11-88-5-0 -1-0-0 1-0-0 7-3-3 7-3-3 14-2-14 6-11-11 19-5-7 5-2-9 24-11-8 5-6-1 0-10-1412-9-410.00 12 Plate Offsets (X,Y)-- [2:0-6-5,Edge], [6:0-4-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.55 0.71 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.42 0.03 (loc) 9-10 9-10 9 l/defl >999 >717 n/a L/d 240 180 n/a PLATES MT20 Weight: 152 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 4-9-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 6-12, 6-10, 7-9 REACTIONS.(lb/size)9=991/0-3-8, 2=1054/0-3-8 Max Horz 2=384(LC 11) Max Uplift 9=-197(LC 8), 2=-90(LC 11) Max Grav 9=1111(LC 2), 2=1137(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1284/77, 4-6=-1265/270, 6-7=-516/116 BOT CHORD 2-12=-326/969, 10-12=-147/562, 9-10=-91/382 WEBS 4-12=-410/314, 6-12=-290/793, 6-10=-275/200, 7-10=-145/663, 7-9=-948/230 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-2-14, Exterior(2) 14-2-14 to 18-5-12, Interior(1) 18-5-12 to 24-9-12 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) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9 and 2. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 19-6269A Truss H14 Truss Type Half Hip Qty 2 Ply 1 WF59 Job Reference (optional) I39671305 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-8Wd?euISoRF9OcsuJwVYGveNe2lOiztpGgrphwy7SiM Scale: 3/8"=1' 1 2 3 4 5 6 7 8 4x4 2x4 3x4 3x10 4x4 4x4 6-0-06-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 6-0-0 1-0-0 0-10-145-0-1410.00 12 Plate Offsets (X,Y)-- [2:0-6-5,Edge], [4:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.39 0.26 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.11 0.00 (loc) 2 2-6 6 l/defl **** >665 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 SLIDER Left 2x6 SPF No.2 -H 3-4-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=229/Mechanical, 2=299/0-3-8 Max Horz 2=151(LC 11) Max Uplift 6=-93(LC 11), 2=-6(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-0-0, Exterior(2) 5-0-0 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 7) 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. 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 19-6269A Truss H15 Truss Type Hip Qty 1 Ply 1 WF59 Job Reference (optional) I39671306 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-ciBNrEJ4ZkN0?mR4te0no6BRcS?jRPIyVJbNDNy7SiL Scale = 1:35.4 1 2 3 4 5 6 7 10 9 8 11 12 13 14 6x8 5x6 4x4 4x4 6x8 5x6 4x6 3x4 3x4 3x4 0-0-60-0-6 7-2-37-1-13 14-0-146-10-11 21-2-117-1-13 21-3-10-0-6 4-1-8 4-1-8 10-7-8 6-6-0 17-1-9 6-6-0 21-3-1 4-1-8 0-11-122-2-50-11-122-2-53.54 12 Plate Offsets (X,Y)-- [1:0-1-8,0-1-1], [7:0-6-1,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.89 0.70 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.37 0.08 (loc) 8-10 8-10 7 l/defl >999 >684 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 2-3-2, Right 2x8 SP No.2 -H 2-3-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-2-15 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 8-5-4 oc bracing. REACTIONS.(lb/size)1=850/0-4-3, 7=850/0-4-3 Max Horz 1=25(LC 15) Max Uplift 1=-163(LC 7), 7=-163(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1651/340, 3-4=-2066/384, 4-5=-2065/384, 5-7=-1651/342 BOT CHORD 1-10=-291/1462, 8-10=-489/2494, 7-8=-272/1462 WEBS 3-10=-83/742, 4-10=-526/186, 4-8=-527/186, 5-8=-83/742 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-1-8, Exterior(2) 4-1-8 to 8-4-7, Interior(1) 8-4-7 to 17-1-9, Exterior(2) 17-1-9 to 21-3-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Two 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. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 19-6269A Truss H16 Truss Type Hip Qty 1 Ply 1 WF59 Job Reference (optional) I39671307 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:29 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-4ulm3aJiJ2Vsdw0GRLX0LKkhusPXArd6kzKwmpy7SiK Scale = 1:29.6 1 2 3 4 5 8 7 6 9 102x4 4x6 4x6 2x4 5x8 2x4 4x4 4x4 0-0-60-0-6 8-7-88-7-2 17-2-118-7-3 17-3-10-0-6 1-9-14 1-9-14 8-7-8 6-9-11 15-5-3 6-9-11 17-3-1 1-9-14 2-1-142-8-52-1-142-8-53.54 12 Plate Offsets (X,Y)-- [6:0-1-12,0-2-0], [7:0-4-0,0-3-0], [8:0-1-12,0-2-0] 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-S 0.53 0.41 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.23 0.02 (loc) 7 6-7 6 l/defl >999 >891 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-7 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=679/0-4-3, 6=679/0-4-3 Max Horz 8=6(LC 11) Max Uplift 8=-133(LC 7), 6=-133(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1369/268, 3-4=-1370/268 BOT CHORD 7-8=-107/450, 6-7=-102/450 WEBS 2-7=-169/986, 3-7=-460/169, 4-7=-169/986, 2-8=-728/193, 4-6=-728/193 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 6-0-12, Interior(1) 6-0-12 to 15-5-3, Exterior(2) 15-5-3 to 17-1-5 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) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 6. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 19-6269A Truss H17 Truss Type Hip Qty 1 Ply 1 WF59 Job Reference (optional) I39671308 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-Z5I8GwKK4MejF4bT?32FtXGpmFdVv68Fyd4UIFy7SiJ Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 33 34 8x10 4x6 5x6 4x6 8x8 3x6 6x18 3x6 8x12 3x4 4x4 6x18 5x6 3x6 6x8 3x6 8x10 4x4 4x4 4x4 4x4 4x6 4x6 6x8 0-0-6 0-0-6 2-7-12 2-7-6 6-6-3 3-10-7 9-6-5 3-0-2 14-4-4 4-10-0 24-8-9 10-4-5 35-0-14 10-4-5 45-5-2 10-4-4 53-9-15 8-4-13 -1-5-0 1-5-0 2-7-12 2-7-12 6-6-3 3-10-7 9-6-5 3-0-2 14-4-4 4-10-0 22-1-8 7-9-3 29-10-11 7-9-3 37-7-15 7-9-3 45-5-2 7-9-3 53-9-15 8-4-13 1-0-145-8-27-8-20-8-32-0-07-8-28.49 12 10.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-2-13], [2:0-4-0,0-10-13], [2:0-5-0,0-2-0], [3:1-2-2,0-0-0], [3:0-0-1,0-2-5], [4:0-7-0,0-3-4], [12:0-3-0,0-2-12], [13:0-3-5,0-2-0], [14:0-2-8,0-2-0], [18:0-4-14,0-4-0], [19:0-2-12,0-0-12], [20:0-9-8,0-2-12], [22:0-4-4,0-5-0], [23:0-3-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.72 0.94 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.98 0.63 (loc) 16-18 18-19 13 l/defl >999 >659 n/a L/d 240 180 n/a PLATES MT20 Weight: 376 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 *Except* 1-4: 2x10 SP 2250F 1.9E BOT CHORD 2x6 SPF No.2 *Except* 3-22: 2x8 SP 2250F 1.8E, 5-21,6-19: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 20-22: 2x4 SPF-S 1650F 1.6E WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except 2-0-0 oc purlins (3-3-1 max.): 4-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 16-18 9-8-9 oc bracing: 14-16. WEBS 1 Row at midpt 18-20, 8-20, 9-18, 9-16, 11-14 REACTIONS.(lb/size)13=2139/Mechanical, 2=2234/0-4-3 Max Horz 2=131(LC 10) Max Uplift 13=-308(LC 7), 2=-329(LC 8) Max Grav 13=2148(LC 2), 2=2234(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1536/311, 3-4=-4563/819, 4-5=-5175/970, 5-6=-5172/972, 6-8=-4290/798, 8-9=-3940/734, 9-11=-3624/681, 11-12=-2205/449, 12-13=-3004/488 BOT CHORD 3-23=-788/4097, 22-23=-792/4130, 6-20=-1001/264, 16-18=-714/3937, 14-16=-579/3367, 13-14=-285/2174 WEBS 4-23=-54/474, 4-22=-356/1489, 20-22=-852/4490, 6-22=-207/1036, 18-20=-768/4046, 8-18=-616/212, 9-16=-603/179, 11-16=-92/783, 11-14=-1713/404, 12-14=-211/1487 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-5-0 to 3-11-10, Interior(1) 3-11-10 to 6-6-3, Exterior(2) 6-6-3 to 14-1-9, Interior(1) 14-1-9 to 45-5-2, Exterior(2) 45-5-2 to 53-0-8, Interior(1) 53-0-8 to 53-8-7 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=308. 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 19-6269A Truss J1 Truss Type Jack-Closed Qty 2 Ply 1 WF59 Job Reference (optional) I39671309 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-rRDnkJQkRVWkb9dpv1gug035?4CG2WNHZDGL2Ly7SiC Scale = 1:27.4 1 2 3 4 5 6 2x4 2x4 2x4 5-0-05-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-134-6-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0] 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-P 0.33 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.04 0.00 (loc) 2 2-4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=180/Mechanical, 2=265/0-3-8 Max Horz 2=144(LC 11) Max Uplift 4=-87(LC 11), 2=-7(LC 11) Max Grav 4=191(LC 18), 2=265(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 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 19-6269A Truss J2 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671310 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-8n9QCiV7nfOkwDg9p?IXSUrIYvbuBg5JBpTDoRy7Si5 Scale = 1:25.8 1 2 3 4 5 2x4 2x4 2x4 5-0-05-0-0 5-0-0 5-0-0 0-4-134-6-1310.00 12 Plate Offsets (X,Y)-- [1:0-2-1,0-1-0] 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-P 0.37 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.04 0.00 (loc) 1 1-3 l/defl **** >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 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=188/0-3-8, 3=188/Mechanical Max Horz 1=124(LC 11) Max Uplift 3=-92(LC 11) Max Grav 1=188(LC 1), 3=199(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 19-6269A Truss J3 Truss Type Jack-Closed Qty 2 Ply 1 WF59 Job Reference (optional) I39671311 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-R744g5aW8pHlGIiVjzwAEzeaej?uKrqLoOf5XXy7Si_ Scale = 1:14.7 1 2 3 4 2x4 2x4 4x4 1-5-01-5-0 -1-0-0 1-0-0 1-5-0 1-5-0 0-6-131-11-1312.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-13], [2:0-4-0,0-1-10] 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-P 0.06 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 WEDGE Left: 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 10-0-0 oc bracing. REACTIONS.(lb/size)4=24/Mechanical, 2=137/0-3-8 Max Horz 2=65(LC 11) Max Uplift 4=-23(LC 11), 2=-15(LC 11) Max Grav 4=31(LC 18), 2=137(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) 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. 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 19-6269A Truss J4 Truss Type Jack-Closed Qty 2 Ply 1 WF59 Job Reference (optional) I39671312 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-V0UlqDmwcQAcZcLO6cihL7m8sm7DLdYYEEoNYAy7Shl Scale = 1:17.7 1 2 3 4 2x4 2x4 4x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-6-132-6-1312.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-13], [2:0-4-0,0-1-10] 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-P 0.06 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=56/Mechanical, 2=152/0-3-8 Max Horz 2=83(LC 11) Max Uplift 4=-40(LC 11), 2=-6(LC 11) Max Grav 4=64(LC 18), 2=152(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) 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. 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 19-6269A Truss J5 Truss Type Jack-Closed Qty 3 Ply 1 WF59 Job Reference (optional) I39671313 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:10 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-OnjGfbpQgeg22Df9LSmdVzwpsNUCHRX89smbhxy7Shh Scale = 1:14.5 1 2 3 4 2x4 2x4 2x4 1-10-111-10-11 -1-0-0 1-0-0 1-10-11 1-10-11 0-4-131-11-1110.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0] 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-P 0.06 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 1-10-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=50/Mechanical, 2=149/0-3-8 Max Horz 2=66(LC 11) Max Uplift 4=-24(LC 11), 2=-21(LC 11) Max Grav 4=55(LC 18), 2=149(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) 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. 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 19-6269A Truss J6 Truss Type Jack-Closed Qty 2 Ply 1 WF59 Job Reference (optional) I39671314 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:11 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-szHetxq2QyovgNELuAHs2BTsPnnx0unHOWV8ENy7Shg Scale = 1:32.5 1 2 3 4 5 6 2x4 2x4 2x4 6-0-06-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-4-135-4-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0] 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-P 0.52 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.10 0.00 (loc) 2 2-4 l/defl **** >717 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=221/Mechanical, 2=304/0-3-8 Max Horz 2=169(LC 11) Max Uplift 4=-107(LC 11), 2=-4(LC 11) Max Grav 4=234(LC 18), 2=304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=107. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 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 19-6269A Truss J7 Truss Type Jack-Closed Qty 10 Ply 1 WF59 Job Reference (optional) I39671315 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-KAr04HrhBGwmHXpXSto5aO06vB9TlLZRdAFimqy7Shf Scale = 1:28.5 1 2 3 5 4 6 7 2x4 3x4 2x4 4x4 4-0-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-0-145-0-1412.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.02 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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 11) Max Uplift 4=-111(LC 11) Max Grav 5=228(LC 1), 4=158(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=111. 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 19-6269A Truss J8 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671316 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-KAr04HrhBGwmHXpXSto5aO083BAclLhRdAFimqy7Shf Scale = 1:18.5 1 2 3 5 4 2x4 3x4 2x4 3x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-0-143-0-1412.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl **** >999 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=160/0-3-8, 4=45/Mechanical Max Horz 5=81(LC 11) Max Uplift 4=-64(LC 11) Max Grav 5=160(LC 1), 4=61(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 19-6269A Truss J9 Truss Type Jack-Closed Qty 2 Ply 1 WF59 Job Reference (optional) I39671317 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-oMPOIdrJyZ2dvhNk0aKK7cYILbWqUo?arq_FIGy7She Scale = 1:15.5 1 2 3 5 4 2x4 3x4 2x4 3x4 2-2-92-2-9 -1-6-12 1-6-12 2-2-9 2-2-9 1-0-142-5-147.68 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.18 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=225/0-4-9, 4=31/Mechanical Max Horz 5=66(LC 11) Max Uplift 5=-26(LC 11), 4=-35(LC 11) Max Grav 5=225(LC 1), 4=42(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 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 19-6269A Truss J10 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671318 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-Kdn9xfQMCpebCIC?TkB7CDcKgUZanzcQot0vaoy7SiB Scale: 3/4"=1' 1 2 3 5 42x4 2x4 2x4 2x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-10-142-6-1410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=160/0-3-8, 4=45/Mechanical Max Horz 5=68(LC 11) Max Uplift 5=-2(LC 11), 4=-45(LC 11) Max Grav 5=160(LC 1), 4=56(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 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 19-6269A Truss J11 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671319 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-Kdn9xfQMCpebCIC?TkB7CDcKeUZUnzcQot0vaoy7SiB Scale = 1:15.6 1 2 3 5 42x4 3x4 2x4 2x4 1-5-01-5-0 -1-0-0 1-0-0 1-5-0 1-5-0 1-0-142-5-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 0.03 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 1-5-0 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 11) Max Uplift 4=-50(LC 11) Max Grav 5=149(LC 1), 4=31(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 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 19-6269A Truss J12 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671320 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-opLX9?R_z7mSqSnB0RjMlR8W6uvfWQsa1XlS6Ey7SiA Scale = 1:18.5 1 2 4 3 2x4 2x4 2x4 2x4 1-10-81-10-8 1-10-8 1-10-8 1-2-63-0-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.04 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 4 4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=63/0-2-0, 3=63/Mechanical Max Horz 4=48(LC 11) Max Uplift 3=-66(LC 11) Max Grav 4=71(LC 20), 3=76(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 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 19-6269A Truss J13 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671321 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-G0vwMKSckQuJScMOa9EbHehhjHFAFsxjGBV?fgy7Si9 Scale = 1:18.7 1 2 4 3 2x4 3x4 2x4 3x4 2-0-82-0-8 2-0-8 2-0-8 1-0-143-1-612.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.04 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 4 4 3 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=70/0-3-8, 3=70/Mechanical Max Horz 4=53(LC 11) Max Uplift 3=-66(LC 11) Max Grav 4=75(LC 20), 3=83(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 19-6269A Truss J14 Truss Type Jack-Closed Qty 2 Ply 1 WF59 Job Reference (optional) I39671322 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-G0vwMKSckQuJScMOa9EbHehg8HF7FsmjGBV?fgy7Si9 Scale = 1:18.7 1 2 3 5 4 2x4 3x4 2x4 3x4 2-0-82-0-8 -1-0-0 1-0-0 2-0-8 2-0-8 1-0-143-1-612.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl **** >999 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 2-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=161/0-3-8, 4=47/Mechanical Max Horz 5=83(LC 11) Max Uplift 4=-65(LC 11) Max Grav 5=161(LC 1), 4=63(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 19-6269A Truss J15 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671323 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-kCTIagTEVk093mxa8slqqsDk?hYw_I4tUrEZB7y7Si8 Scale = 1:34.8 1 2 3 5 4 6 7 2x4 3x4 2x4 4x4 6-0-06-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-10-145-10-1410.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.52 0.24 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.10 -0.00 (loc) 5 4-5 4 l/defl **** >717 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=304/0-3-8, 4=221/Mechanical Max Horz 5=169(LC 11) Max Uplift 4=-121(LC 11) Max Grav 5=304(LC 1), 4=238(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=121. 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 19-6269A Truss J16 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671324 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-kCTIagTEVk093mxa8slqqsDruhbO_JMtUrEZB7y7Si8 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 0-10-32-3-312.00 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-R 0.08 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 11) Max Uplift 5=-1(LC 11), 4=-37(LC 11) Max Grav 5=149(LC 1), 4=27(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 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 19-6269A Truss J17 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671325 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-CO1gn0TsG280hwWmiaG3M3m0g5xijmc0jV_6jZy7Si7 Scale = 1:14.5 1 2 3 5 4 2x4 2x4 3x6 1-10-111-10-11 -1-0-0 1-0-0 1-10-11 1-10-11 0-8-32-3-110.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 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: 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 1-10-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=39/Mechanical, 5=157/0-3-8 Max Horz 5=65(LC 11) Max Uplift 4=-34(LC 11), 5=-12(LC 11) Max Grav 4=48(LC 18), 5=157(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 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 19-6269A Truss J18 Truss Type Jack-Closed Qty 7 Ply 1 WF59 Job Reference (optional) I39671326 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:43 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-gbb2?MUU0LGtJ45zFHnIvHJB2VG7SDs9y9jgF?y7Si6 Scale = 1:23.7 1 2 3 5 4 6 3x10 2x4 2x4 3-2-53-2-5 -1-0-0 1-0-0 3-2-5 3-2-5 0-10-34-0-812.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-0-13], [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-R 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 3-6-13 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 11) Max Uplift 4=-83(LC 11) Max Grav 5=198(LC 1), 4=118(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Bearings are assumed to be: Joint 5 User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 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 19-6269A Truss J19 Truss Type Jack-Closed Qty 5 Ply 1 WF59 Job Reference (optional) I39671327 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:43 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-gbb2?MUU0LGtJ45zFHnIvHJ5jVEMSDs9y9jgF?y7Si6 Scale = 1:13.7 1 2 3 4 5 6 2x4 2x4 3x4 6-0-06-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-3-141-9-143.00 12 Plate Offsets (X,Y)-- [2:0-2-12,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-P 0.51 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.10 0.00 (loc) 2-4 2-4 l/defl >743 >709 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=223/Mechanical, 2=303/0-3-0 Max Horz 2=54(LC 7) Max Uplift 4=-89(LC 7), 2=-120(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 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 19-6269A Truss J20 Truss Type Jack-Closed Qty 2 Ply 1 WF59 Job Reference (optional) I39671328 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-czipQ2WlYzWbYNELNipm_iOYFIyTw7LSPTCmKuy7Si4 Scale = 1:8.3 1 2 3 4 2x4 2x4 2x4 1-5-121-5-12 -1-0-0 1-0-0 1-5-12 1-5-12 0-5-141-1-45.00 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 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=28/Mechanical, 2=138/0-3-0 Max Horz 2=28(LC 11) Max Uplift 4=-14(LC 8), 2=-44(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) 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. 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 19-6269A Truss J21 Truss Type Jack-Closed Qty 2 Ply 1 WF59 Job Reference (optional) I39671329 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-czipQ2WlYzWbYNELNipm_iOX0Iyuw7LSPTCmKuy7Si4 Scale = 1:11.4 1 2 3 4 5 2x4 2x4 2x4 2-11-72-11-7 -1-0-0 1-0-0 2-11-7 2-11-7 0-5-141-8-105.00 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 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2-4 2-4 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 2-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/Mechanical, 2=189/0-3-0 Max Horz 2=47(LC 11) Max Uplift 4=-32(LC 8), 2=-54(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-9-11 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 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 19-6269A Truss J22 Truss Type Jack-Closed Qty 2 Ply 1 WF59 Job Reference (optional) I39671330 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-5AGBdOWNJGfSAXpYxQL?Xvxj?iIkfabce7yKsKy7Si3 Scale: 1.5"=1' 1 2 3 4 2x4 2x4 2x4 1-3-111-3-11 -1-0-0 1-0-0 1-3-11 1-3-11 0-5-141-0-65.00 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 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=18/Mechanical, 2=135/0-3-0 Max Horz 2=26(LC 11) Max Uplift 4=-12(LC 8), 2=-44(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) 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. 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 19-6269A Truss J23 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671331 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-ZMqZqkX?4anJnhOkU7sE37TtN6eQO1rltnhtOmy7Si2 Scale = 1:18.1 1 2 3 5 42x4 3x4 2x4 2x4 1-10-151-10-15 -1-0-0 1-0-0 1-10-15 1-10-15 1-0-142-11-1312.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 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=41/Mechanical Max Horz 5=79(LC 11) Max Uplift 4=-62(LC 11) Max Grav 5=158(LC 1), 4=56(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 19-6269A Truss J24 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671332 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-ZMqZqkX?4anJnhOkU7sE37TrO6dgO1NltnhtOmy7Si2 Scale = 1:28.1 1 2 3 5 4 6 7 2x4 3x4 2x4 4x4 3-10-153-10-15 -1-0-0 1-0-0 3-10-15 3-10-15 1-0-144-11-1312.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.02 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=224/0-3-8, 4=134/Mechanical Max Horz 5=139(LC 11) Max Uplift 4=-109(LC 11) Max Grav 5=224(LC 1), 4=154(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-9-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=109. 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 19-6269A Truss J25 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671333 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-1YOx24YdruvAPrzw2qNTcK0ypWxr7Tiv5RRRxDy7Si1 Scale = 1:40.1 1 2 3 5 4 6 7 2x4 3x4 2x4 4x4 5-9-75-9-7 -1-0-0 1-0-0 5-9-7 5-9-7 1-0-146-10-512.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.49 0.22 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.08 -0.00 (loc) 5 4-5 4 l/defl **** >803 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=296/0-3-8, 4=213/Mechanical Max Horz 5=196(LC 11) Max Uplift 4=-152(LC 11) Max Grav 5=296(LC 1), 4=238(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-7-11 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=152. 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 19-6269A Truss J26 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671334 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-VkyJFPZFcB111?Y6cYui9YZ9evI5sxR2K5A_Tfy7Si0 Scale = 1:33.3 1 2 3 5 4 6 7 2x4 3x4 2x4 4x4 4-11-134-11-13 -1-0-0 1-0-0 4-11-13 4-11-13 1-0-146-0-1012.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.35 0.16 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.04 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=265/0-3-8, 4=179/Mechanical Max Horz 5=172(LC 11) Max Uplift 4=-134(LC 11) Max Grav 5=265(LC 1), 4=202(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-10-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=134. 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 19-6269A Truss J27 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671335 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-VkyJFPZFcB111?Y6cYui9YZEbvK0sxL2K5A_Tfy7Si0 Scale = 1:18.1 1 2 4 32x4 2x4 2x4 2x4 1-10-151-10-15 1-10-15 1-10-15 1-0-142-11-1312.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.04 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 4 4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=65/0-3-8, 3=65/Mechanical Max Horz 4=49(LC 11) Max Uplift 3=-64(LC 11) Max Grav 4=71(LC 20), 3=77(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 19-6269A Truss J28 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671336 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-zxWiTlatNV9ue87JAFPxhl5O3Jg2bOBBZlwX?5y7Si? Scale = 1:23.5 1 2 3 5 4 6 2x4 3x4 2x4 3x4 2-11-132-11-13 -1-0-0 1-0-0 2-11-13 2-11-13 1-0-144-0-1012.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.12 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 2-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=191/0-3-8, 4=93/Mechanical Max Horz 5=111(LC 11) Max Uplift 4=-87(LC 11) Max Grav 5=191(LC 1), 4=110(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-10-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 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 19-6269A Truss J29 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671337 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-zxWiTlatNV9ue87JAFPxhl5OdJgabOHBZlwX?5y7Si? Scale: 3/4"=1' 1 2 3 5 42x4 3x4 2x4 3x4 1-5-131-5-13 -1-0-0 1-0-0 1-5-13 1-5-13 1-0-142-6-1012.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=149/0-3-8, 4=15/Mechanical Max Horz 5=66(LC 11) Max Uplift 4=-51(LC 11) Max Grav 5=149(LC 1), 4=33(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 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 19-6269A Truss J30 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671338 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-vJdSuRb8v6PcuSHhHgRPmABk57L73IzU02Pe3_y7Shz Scale = 1:23.4 1 2 4 3 2x4 3x4 2x4 3x4 1-5-131-5-13 1-5-13 1-5-13 3-8-133-11-152.12 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.02 0.01 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 4 4 3 l/defl **** >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 1-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=48/0-3-8, 3=48/Mechanical Max Horz 4=6(LC 7) Max Uplift 3=-29(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 19-6269A Truss J31 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671339 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-vJdSuRb8v6PcuSHhHgRPmABiw7KE3I4U02Pe3_y7Shz Scale = 1:23.7 1 2 3 4 7 6 5 3x10 2x4 3x4 2x4 8x8 2-1-92-1-9 3-2-51-0-12 -1-0-0 1-0-0 2-1-9 2-1-9 3-2-5 1-0-12 0-10-34-0-82-0-82-0-012.00 12 Plate Offsets (X,Y)-- [2:0-5-11,0-1-8], [3:0-3-4,0-1-12] 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-R 0.16 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 0.05 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=198/0-3-8, 5=102/Mechanical Max Horz 7=117(LC 11) Max Uplift 5=-83(LC 11) Max Grav 7=198(LC 1), 5=118(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 1-11-13, Interior(1) 1-11-13 to 3-0-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Bearings are assumed to be: Joint 7 User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 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 19-6269A Truss J32 Truss Type Jack-Closed Qty 4 Ply 1 WF59 Job Reference (optional) I39671340 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-NWBq5ncmgQXTVcsurOzeJOjusXh6olKeFi8BbQy7Shy Scale = 1:16.6 1 2 3 5 4 3x10 2x4 2x4 1-9-71-9-7 -1-0-0 1-0-0 1-9-7 1-9-7 0-10-32-7-912.00 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-R 0.08 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=155/0-3-8, 4=33/Mechanical Max Horz 5=75(LC 11) Max Uplift 4=-47(LC 11) Max Grav 5=155(LC 1), 4=46(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 19-6269A Truss J33 Truss Type Jack-Closed Qty 4 Ply 1 WF59 Job Reference (optional) I39671341 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-KuJbWTd0C1nAlw?Gyp?6OppEKKNbGfqwi0dIfJy7Shw Scale = 1:16.5 1 2 3 5 4 3x6 2x4 2x4 2-0-152-0-14 -1-0-4 1-0-4 2-0-15 2-0-15 0-9-42-7-1210.84 12 Plate Offsets (X,Y)-- [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-R 0.08 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=164/0-3-7, 4=49/Mechanical Max Horz 5=76(LC 11) Max Uplift 5=-3(LC 11), 4=-45(LC 11) Max Grav 5=164(LC 1), 4=59(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 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 19-6269A Truss J34 Truss Type Jack-Closed Qty 4 Ply 1 WF59 Job Reference (optional) I39671342 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:21:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-GHRLx9fGjf1u_D9f4D1aTEuUn8?0kY5DAK6PkBy7Shu Scale = 1:34.5 1 2 3 5 4 8x8 2x4 4x4 5-8-155-8-14 -1-0-4 1-0-4 5-8-15 5-8-15 0-9-45-11-810.84 12 Plate Offsets (X,Y)-- [2:Edge,0-6-7], [5:0-1-12,0-0-0] 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-P 0.47 0.22 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.08 -0.00 (loc) 5 4-5 4 l/defl **** >822 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=296/0-3-7, 4=211/Mechanical Max Horz 5=176(LC 11) Max Uplift 4=-124(LC 11) Max Grav 5=296(LC 1), 4=229(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-4 to 3-2-11, Exterior(2) 3-2-11 to 5-7-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=124. 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 19-6269A Truss J35 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671343 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:00 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-gs6UZAh90aPTrhuElMbH5sW2IL3KxvTgsIL3LWy7Shr Scale = 1:30.0 1 2 3 5 4 2x4 3x4 2x4 4x4 4-4-24-4-2 -1-0-2 1-0-2 4-4-2 4-4-2 1-0-145-4-911.90 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.26 0.12 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.02 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=241/0-3-8, 4=152/Mechanical Max Horz 5=151(LC 11) Max Uplift 4=-118(LC 11) Max Grav 5=241(LC 1), 4=173(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-2 to 3-2-13, Exterior(2) 3-2-13 to 4-2-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=118. 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 19-6269A Truss J36 Truss Type Jack-Closed Qty 2 Ply 1 WF59 Job Reference (optional) I39671344 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-82gsmWinntYKTrTQJ36We42EPlPkgMnp5y4dtyy7Shq Scale = 1:29.2 1 2 3 5 4 2x4 3x4 2x4 4x4 4-2-04-2-0 -1-0-2 1-0-2 4-2-0 4-2-0 1-0-145-2-711.90 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.24 0.10 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.02 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=235/0-3-8, 4=145/Mechanical Max Horz 5=146(LC 11) Max Uplift 4=-113(LC 11) Max Grav 5=235(LC 1), 4=165(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-2 to 3-2-13, Exterior(2) 3-2-13 to 4-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=113. 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 19-6269A Truss J37 Truss Type Jack-Closed Qty 2 Ply 1 WF59 Job Reference (optional) I39671345 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-5RocBCk1JVo2i8dpQU8_jV8bKZ6t8GN6YGZjyry7Sho Scale = 1:25.0 1 2 3 5 4 2x4 3x4 2x4 3x4 3-3-143-3-14 -1-0-2 1-0-2 3-3-14 3-3-14 1-0-144-4-611.90 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.15 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=204/0-3-8, 4=108/Mechanical Max Horz 5=120(LC 11) Max Uplift 4=-94(LC 11) Max Grav 5=204(LC 1), 4=126(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 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 19-6269A Truss J38 Truss Type Jack-Closed Qty 2 Ply 1 WF59 Job Reference (optional) I39671346 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-ZdM_PYkf4owvKIB?_CfDGigl7yQgtjZFnwJHUHy7Shn Scale = 1:27.9 1 2 3 5 4 2x4 3x4 2x4 4x4 3-10-133-10-13 -1-0-2 1-0-2 3-10-13 3-10-13 1-0-144-11-511.90 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.02 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=225/0-3-8, 4=133/Mechanical Max Horz 5=138(LC 11) Max Uplift 4=-107(LC 11) Max Grav 5=225(LC 1), 4=153(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-2 to 3-2-13, Exterior(2) 3-2-13 to 3-9-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=107. 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 19-6269A Truss J39 Truss Type Jack-Closed Qty 2 Ply 1 WF59 Job Reference (optional) I39671347 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-1pwNculIr62mySmBYvASowDzCMnDcAIP0a2q0ky7Shm Scale = 1:7.6 1 2 3 4 5x6 2x4 1-1-51-1-5 -1-0-0 1-0-0 1-1-5 1-1-5 0-5-140-11-65.00 12 Plate Offsets (X,Y)-- [3:0-1-14,0-0-0], [3:0-6-12,0-1-12], [4:0-1-10,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=4/Mechanical, 2=133/0-3-0 Max Horz 2=24(LC 11) Max Uplift 4=-9(LC 8), 2=-44(LC 7) Max Grav 4=10(LC 16), 2=133(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) 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. 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 19-6269A Truss J40 Truss Type Jack-Closed Qty 2 Ply 1 WF59 Job Reference (optional) I39671348 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-V0UlqDmwcQAcZcLO6cihL7m82m7ELdYYEEoNYAy7Shl Scale = 1:14.0 1 2 3 5 4 3x6 2x4 2x4 2-4-22-3-11 -0-9-6 0-9-6 2-4-2 2-4-2 0-8-72-2-77.68 12 Plate Offsets (X,Y)-- [2:0-3-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.05 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=150/0-4-9, 4=70/Mechanical Max Horz 5=55(LC 11) Max Uplift 5=-13(LC 11), 4=-36(LC 11) Max Grav 5=150(LC 1), 4=75(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 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 19-6269A Truss J41 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671349 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-zC171ZnYNjITBmwafKDwtLIJsAT944oiTuXx5cy7Shk Scale = 1:14.4 1 2 3 4 2x4 2x4 4x4 2-0-02-0-0 -0-6-0 0-6-0 2-0-0 2-0-0 0-7-72-3-710.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-5], [2:0-3-9,0-0-10] 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-P 0.05 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=68/Mechanical, 2=109/0-3-8 Max Horz 2=59(LC 11) Max Uplift 4=-41(LC 11) Max Grav 4=75(LC 18), 2=109(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 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 19-6269A Truss J42 Truss Type Jack-Closed Qty 1 Ply 1 WF59 Job Reference (optional) I39671350 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-RObVEvoA81QKpwVmD1k9QYrRtaokpX2riYHUd2y7Shj Scale = 1:23.7 1 2 3 4 5 8 7 6 9 3x10 2x4 2x4 2x4 3x4 3x4 1-5-121-5-12 3-2-51-8-9 -1-0-0 1-0-0 1-5-12 1-5-12 3-2-5 1-8-9 0-10-34-0-82-0-82-0-012.00 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-R 0.16 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.02 0.03 (loc) 4 4 6 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 3-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=196/0-3-8, 6=100/Mechanical Max Horz 8=117(LC 11) Max Uplift 6=-84(LC 11) Max Grav 8=196(LC 1), 6=116(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Bearings are assumed to be: Joint 8 User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 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 19-6269A Truss J43 Truss Type Jack-Closed Qty 2 Ply 1 WF59 Job Reference (optional) I39671351 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-RObVEvoA81QKpwVmD1k9QYrSLapypX2riYHUd2y7Shj Scale = 1:12.6 1 2 3 4 2x4 2x4 2x4 1-0-01-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-5-31-5-312.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0] 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 0.06 0.00 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=-6/Mechanical, 2=133/0-3-8 Max Horz 2=52(LC 11) Max Uplift 4=-6(LC 1), 2=-33(LC 11) Max Grav 4=13(LC 15), 2=133(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) 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. 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 19-6269A Truss J44 Truss Type Jack-Closed Qty 2 Ply 1 WF59 Job Reference (optional) I39671352 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-vb9tSFoovLYBQ34ynlFOzmOd9z97Y_I_wC029Vy7Shi Scale = 1:11.8 1 2 3 4 2x4 2x4 2x4 1-3-81-3-8 -1-5-0 1-5-0 1-3-8 1-3-8 0-5-31-4-28.49 12 Plate Offsets (X,Y)-- [2:0-2-3,0-1-0] 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 0.12 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 1-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=-13/Mechanical, 2=189/0-4-9 Max Horz 2=51(LC 11) Max Uplift 4=-13(LC 1), 2=-49(LC 11) Max Grav 4=17(LC 15), 2=189(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) 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. 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 19-6269A Truss J45 Truss Type Jack-Closed Qty 2 Ply 1 WF59 Job Reference (optional) I39671353 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:10 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-OnjGfbpQgeg22Df9LSmdVzwmuNTjHRy89smbhxy7Shh Scale = 1:29.8 1 2 3 5 4 2x4 3x4 2x4 4x4 4-3-94-3-9 -1-0-2 1-0-2 4-3-9 4-3-9 1-0-145-4-011.90 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.25 0.11 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.02 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=239/0-3-8, 4=150/Mechanical Max Horz 5=150(LC 11) Max Uplift 4=-116(LC 11) Max Grav 5=239(LC 1), 4=171(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-2 to 3-2-13, Exterior(2) 3-2-13 to 4-1-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=116. 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 19-6269A Truss M1 Truss Type Monopitch Qty 1 Ply 1 WF59 Job Reference (optional) I39671354 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-GYzmVzsxjtAUXrywaIrZgp5Qu_pZDDxj4Ukpqiy7Shd Scale = 1:76.2 1 2 3 4 5 7 6 8 9 10 2x4 3x4 3x10 5x6 5x6 5x8 2x4 6-0-06-0-0 12-0-06-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 1-0-1413-0-1412.00 12 Plate Offsets (X,Y)-- [2:0-7-3,0-0-11], [4:0-4-0,0-3-0], [5:0-2-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.38 0.25 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.08 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 4-4-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS.(lb/size)6=472/0-3-8, 2=537/0-3-8 Max Horz 2=388(LC 11) Max Uplift 6=-295(LC 11) Max Grav 6=562(LC 18), 2=537(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-529/0 BOT CHORD 2-7=-171/306, 6-7=-170/307 WEBS 4-6=-457/254 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 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 19-6269A Truss P1 Truss Type PIGGYBACK Qty 1 Ply 1 WF59 Job Reference (optional) I39671355 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:15 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-klW8iItZUBIL8_X67?MoC1eevOBlyhVtJ7TMN8y7Shc Scale = 1:38.2 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 4x4 3x4 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 21-5-1321-5-13 2-3-14 2-3-14 6-9-6 4-5-8 11-4-9 4-7-3 14-6-12 3-2-3 21-5-13 6-11-1 0-4-131-9-125-7-125-9-40-1-80-4-130-1-85-7-1210.00 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], [8:0-2-0,0-1-13], [10:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.12 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 68 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, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-2-11. (lb) - Max Horz 2=-108(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 14, 16, 10 except 17=-131(LC 11), 12=-148(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 17, 10 except 13=294(LC 19), 14=376(LC 18), 16=391(LC 22), 12=303(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-16=-309/96 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=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 5-3-14, Interior(1) 5-3-14 to 11-4-9, Exterior(2) 11-4-9 to 17-6-12, Interior(1) 17-6-12 to 21-3-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 14, 16, 10 except (jt=lb) 17=131, 12=148. 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 19-6269A Truss P2 Truss Type PIGGYBACK Qty 9 Ply 1 WF59 Job Reference (optional) I39671356 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:21 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-ZuuQzMyK413Usv?GUGTCSItgGpDhMORlh3wgaoy7ShW Scale = 1:43.9 1 2 3 4 5 6 7 10 9 81112 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 17-0-517-0-5 8-6-3 8-6-3 17-0-5 8-6-2 0-4-137-1-20-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-0-0,0-0-0], [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 0.12 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: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-9-3. (lb) - Max Horz 2=134(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2 except 10=-178(LC 11), 8=-177(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=360(LC 21), 10=428(LC 18), 8=428(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-291/195, 5-8=-290/194 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-2-12 to 3-2-12, Exterior(2) 3-2-12 to 8-6-3, Corner(3) 8-6-3 to 11-6-3, Exterior(2) 11-6-3 to 16-9-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 10=178, 8=177. 9) 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 19-6269A Truss P3 Truss Type GABLE Qty 1 Ply 1 WF59 Job Reference (optional) I39671357 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-15RoBiyyrKBLU3ZS2z_R_VQqnDZw5rhvwjgE7Ey7ShV Scale = 1:45.1 1 2 3 4 5 6 7 10 9 8 11 12 15 16 13 14 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 -1-0-01-0-0 17-11-1216-11-12 18-11-121-0-0 -1-0-0 1-0-0 9-5-14 8-5-14 17-11-12 8-5-14 18-11-12 1-0-0 0-4-137-1-20-1-80-4-90-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.15 0.12 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: 58 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 15-9-9. (lb) - Max Horz 2=-134(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2 except 10=-178(LC 11), 8=-177(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=360(LC 21), 10=429(LC 18), 8=430(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-291/195, 5-8=-292/195 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-4-0, Interior(1) 3-4-0 to 8-6-3, Exterior(2) 8-6-3 to 11-7-8, Interior(1) 11-7-8 to 16-9-10 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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 6, 10, and 8. This connection is for uplift only and does not consider lateral forces. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 19-6269A Truss P4 Truss Type PIGGYBACK Qty 1 Ply 1 WF59 Job Reference (optional) I39671358 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-VH?AO1zaceJC6D8fbhVgXjz?7du9pG528NPnfhy7ShU Scale = 1:55.9 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 4x4 3x4 3x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 31-0-1531-0-15 8-6-3 8-6-3 15-6-2 6-11-15 31-0-15 15-6-13 0-4-96-11-101-1-117-1-20-1-81-1-110-1-810.00 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 0.22 0.15 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 -0.00 (loc) 1 1 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 6-12, 13-23. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 30-2-3. (lb) - Max Horz 2=130(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 21, 18, 16, 15, 14, 2 except 22=-177(LC 11), 19=-155(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2 except 21=516(LC 21), 22=430(LC 18), 19=388(LC 19), 18=272(LC 1), 16=337(LC 23), 15=286(LC 23), 14=379(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-21=-306/37, 3-22=-293/195, 5-19=-267/179, 8-16=-252/96, 11-14=-260/89 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=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-3-13, Interior(1) 3-3-13 to 8-6-3, Exterior(2) 8-6-3 to 11-7-4, Interior(1) 11-7-4 to 30-11-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 18, 16, 15, 14, 2 except (jt=lb) 22=177, 19=155. 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 19-6269A Truss P5 Truss Type PIGGYBACK Qty 1 Ply 1 WF59 Job Reference (optional) I39671359 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-zTZYbN_CNyR3jNjr9O0v3wV9F0EMYkiCN19KB7y7ShT Scale = 1:48.5 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 4x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-9-1124-9-11 8-6-3 8-6-3 13-1-5 4-7-2 20-10-11 7-9-6 24-9-11 3-11-0 0-4-136-11-103-1-117-1-20-1-80-4-130-1-83-1-1110.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [9:0-2-0,0-1-13], [10:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.20 0.15 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-6-9. (lb) - Max Horz 2=134(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 13, 12, 10 except 17=-177(LC 11), 14=-146(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 16=404(LC 21), 17=428(LC 18), 14=382(LC 19), 13=321(LC 1), 12=319(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-17=-291/195, 5-14=-271/169 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-6-3, Exterior(2) 8-6-3 to 11-6-3, Interior(1) 11-6-3 to 20-10-11, Exterior(2) 20-10-11 to 24-2-2, Interior(1) 24-2-2 to 24-6-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 13, 12, 10 except (jt=lb) 17=177, 14=146. 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 19-6269A Truss P6 Truss Type PIGGYBACK Qty 1 Ply 1 WF59 Job Reference (optional) I39671360 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-O2FhEP05ftpeaqSQqXachZ7gVEGEl57e3?N?oSy7ShQ Scale = 1:48.5 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 4x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-9-1124-9-11 8-6-3 8-6-3 10-8-8 2-2-5 18-5-14 7-9-6 24-9-11 6-3-13 0-4-136-11-105-1-117-1-20-1-80-4-130-1-85-1-1110.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [8:0-2-8,0-2-4], [10:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.20 0.14 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 23-6-9. (lb) - Max Horz 2=-134(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 14, 13 except 17=-177(LC 11), 12=-155(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 16=404(LC 18), 17=427(LC 18), 14=411(LC 25), 13=402(LC 25), 12=392(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-17=-289/194, 6-14=-255/113, 9-12=-262/172 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-6-3, Exterior(2) 8-6-3 to 10-8-8, Interior(1) 10-8-8 to 18-5-14, Exterior(2) 18-5-14 to 21-5-14, Interior(1) 21-5-14 to 24-6-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 14, 13 except (jt=lb) 17=177, 12=155. 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 19-6269A Truss P7 Truss Type PIGGYBACK Qty 1 Ply 1 WF59 Job Reference (optional) I39671361 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:29 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-KRNRf52LBU3Mq8coyyc4m_D1M1xhD_yxXJs5sKy7ShO Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-9-1124-9-11 8-8-10 8-8-10 16-1-1 7-4-7 24-9-11 8-8-10 0-4-137-1-117-3-30-1-80-4-130-1-87-1-1110.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-0,0-1-13], [7:0-2-0,0-1-13], [8:0-0-0,0-0-0], [9:0-0-0,0-0-0], [10:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.14 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-6-9. (lb) - Max Horz 2=-137(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 16, 13, 10 except 17=-176(LC 11), 12=-177(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=410(LC 24), 16=404(LC 18), 17=414(LC 18), 13=383(LC 19), 12=415(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-14=-255/95, 3-17=-280/194, 9-12=-281/195 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-1 to 3-3-1, Interior(1) 3-3-1 to 8-8-10, Exterior(2) 8-8-10 to 12-11-9, Interior(1) 12-11-9 to 16-1-1, Exterior(2) 16-1-1 to 20-4-13, Interior(1) 20-4-13 to 24-6-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 16, 13, 10 except (jt=lb) 17=176, 12=177. 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 19-6269A Truss P8 Truss Type PIGGYBACK Qty 1 Ply 1 WF59 Job Reference (optional) I39671362 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:31 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-GqUC3n3bj5J33SmB3MeYsPIN4rd5hvyE_dLCxDy7ShM Scale = 1:54.8 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 24-9-1124-9-11 11-1-7 11-1-7 13-8-4 2-6-13 24-9-11 11-1-7 0-4-139-1-119-3-30-1-80-4-130-1-89-1-1110.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-0,0-1-13], [7:0-2-0,0-1-13], [8:0-0-0,0-0-0], [9:0-0-0,0-0-0], [10:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.15 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS.All bearings 23-6-9. (lb) - Max Horz 2=-176(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 10 except 16=-131(LC 11), 17=-167(LC 11), 13=-129(LC 12), 12=-167(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=339(LC 21), 16=445(LC 18), 17=404(LC 18), 13=442(LC 19), 12=405(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-17=-270/184, 9-12=-270/184 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-1 to 3-3-1, Interior(1) 3-3-1 to 11-1-7, Exterior(2) 11-1-7 to 17-11-3, Interior(1) 17-11-3 to 24-6-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 10 except (jt=lb) 16=131, 17=167, 13=129, 12=167. 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 19-6269A Truss P9 Truss Type PIGGYBACK Qty 6 Ply 1 WF59 Job Reference (optional) I39671363 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-hPAKio6U00iewvUmlVCFT1wu92fruFNggbasYYy7ShJ Scale = 1:61.2 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 3x4 4x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 24-9-1124-9-11 12-4-13 12-4-13 24-9-11 12-4-14 0-4-1310-2-910-4-10-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [7:0-0-0,0-0-0], [8:0-0-0,0-0-0], [9:0-0-0,0-0-0], [10:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.14 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS.All bearings 23-6-9. (lb) - Max Horz 2=-196(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 10 except 16=-156(LC 11), 17=-161(LC 11), 13=-156(LC 12), 12=-161(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=389(LC 21), 16=473(LC 18), 17=398(LC 18), 13=473(LC 19), 12=398(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-16=-271/182, 3-17=-263/178, 7-13=-271/182, 9-12=-263/177 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-1 to 3-3-1, Interior(1) 3-3-1 to 12-4-13, Exterior(2) 12-4-13 to 15-4-13, Interior(1) 15-4-13 to 24-6-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10 except (jt=lb) 16=156, 17=161, 13=156, 12=161. 9) 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 19-6269A Truss P10 Truss Type PIGGYBACK Qty 1 Ply 1 WF59 Job Reference (optional) I39671364 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:16 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-Cx4XweuBFUQCm86Jhjt1lEAraoYUh7f0XnDvvby7Shb Scale = 1:44.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 28 27 26 25 24 23 22 21 20 19 18 17 29 30 31 32 3x4 3x4 3x4 4x4 3x4 24-9-1124-9-11 8-0-0 8-0-0 16-9-11 8-9-10 24-9-11 8-0-0 0-4-136-6-86-8-00-1-80-4-130-1-86-6-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [6:0-2-0,0-1-13], [11:0-2-0,0-1-13], [15:0-2-1,0-1-8] 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 0.05 0.03 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 15 15 15 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 115 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-6-9. (lb) - Max Horz 2=-126(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 21, 22, 23, 25, 15, 26, 27, 28, 19, 18, 17 Max Grav All reactions 250 lb or less at joint(s) 2, 20, 21, 22, 23, 25, 15, 26, 27, 28, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-1 to 3-3-1, Interior(1) 3-3-1 to 8-0-0, Exterior(2) 8-0-0 to 12-2-15, Interior(1) 12-2-15 to 16-9-11, Exterior(2) 16-9-11 to 20-9-11, Interior(1) 20-9-11 to 24-6-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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 User Defined 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, 21, 22, 23, 25, 15, 26, 27, 28, 19, 18, 17. 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 19-6269A Truss P11 Truss Type PIGGYBACK Qty 1 Ply 1 WF59 Job Reference (optional) I39671365 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Dec 19 12:58:31 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-Subu7UoEqcuLFm8DHxVe1Z9K6HX7kU1jy1pU9Ny7Oec Scale = 1:55.5 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 283x4 3x4 3x4 3x4 1.5x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 4x4 3x4 3x4 31-8-431-8-4 2-0-0 2-0-0 8-6-15 6-6-15 12-5-13 3-10-13 26-1-1 13-7-4 31-8-4 5-7-3 0-4-91-3-84-6-84-8-00-1-80-4-130-1-84-6-88.49 12 10.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-1], [7:0-2-0,0-1-13], [11:0-2-4,0-2-0], [12:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.27 0.16 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.02 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5, 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 30-4-2. (lb) - Max Horz 2=-87(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 14, 16, 17, 19, 20, 21, 22, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 22, 12 except 14=417(LC 19), 16=411(LC 24), 17=412(LC 25), 19=338(LC 24), 20=317(LC 1), 21=351(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 11-14=-262/99, 10-16=-257/100, 4-21=-268/95 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-6 to 5-0-7, Interior(1) 5-0-7 to 12-5-13, Exterior(2) 12-5-13 to 15-6-3, Interior(1) 15-6-3 to 26-1-1, Exterior(2) 26-1-1 to 29-1-7, Interior(1) 29-1-7 to 31-5-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 16, 17, 19, 20, 21, 22, 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 19-6269A Truss P12 Truss Type Piggyback Qty 1 Ply 1 WF59 Job Reference (optional) I39671366 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-dWmfYgw4YPpmdcrtMrQkMtoK4?XIuTBTElRaWwy7ShY Scale = 1:52.4 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-9-1124-9-11 10-4-13 10-4-13 14-4-14 4-0-1 24-9-11 10-4-13 0-4-138-6-88-8-00-1-80-4-130-1-88-6-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-0,0-1-13], [7:0-2-0,0-1-13], [10:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.15 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS.All bearings 23-6-9. (lb) - Max Horz 2=-165(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 10 except 16=-114(LC 11), 17=-170(LC 11), 13=-110(LC 12), 12=-171(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=339(LC 21), 16=427(LC 18), 17=408(LC 18), 13=422(LC 19), 12=408(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-17=-273/188, 9-12=-274/188 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-1 to 3-3-1, Interior(1) 3-3-1 to 10-4-13, Exterior(2) 10-4-13 to 18-7-12, Interior(1) 18-7-12 to 24-6-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 10 except (jt=lb) 16=114, 17=170, 13=110, 12=171. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 19-6269A Truss P13 Truss Type GABLE Qty 1 Ply 1 WF59 Job Reference (optional) I39671367 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-5iK1m0xiJjxdFmQ4wZyzv4LVmPuLdyRcSPB72My7ShX Scale = 1:58.6 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 3x4 3x4 3x4 2x4 5x6 5x6 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 3x4 33-8-233-8-2 3-9-7 3-9-7 30-5-9 26-8-1 33-8-2 3-2-9 0-4-92-6-102-8-20-1-80-4-130-1-82-6-108.49 12 10.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-1], [7:0-3-0,0-3-0], [11:0-2-0,0-1-13], [12:0-2-1,0-1-8], [16:0-0-0,0-1-12], [17:0-3-0,0-0-4], [17:0-1-12,0-0-0], [19:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.09 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 32-4-0. (lb) - Max Horz 2=49(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 18, 19, 20, 21, 17, 15, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 18=322(LC 22), 19=320(LC 22), 20=329(LC 23), 21=334(LC 22), 17=323(LC 23), 15=326(LC 22), 14=322(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-20=-254/99 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-0 to 3-5-13, Interior(1) 3-5-13 to 3-9-7, Exterior(2) 3-9-7 to 8-4-5, Interior(1) 8-4-5 to 30-5-9, Exterior(2) 30-5-9 to 33-5-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 18, 20, 21, 17, 15, 14, and 12. This connection is for uplift only and does not consider lateral forces. 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 19-6269A Truss T1 Truss Type Flat Qty 1 Ply 1 WF59 Job Reference (optional) I39671368 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-dnI57U7kYeyMADe9swEjZS?9hsIwM2Cz8v3zcRy7ShH Scale = 1:23.3 1 2 3 6 5 4 7 8 3x4 3x4 3x4 3x4 2x4 3x10 0-0-60-0-6 6-7-86-7-2 13-2-116-7-2 13-3-10-0-6 6-7-8 6-7-8 13-3-1 6-7-8 3-2-5LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- 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 0.49 0.30 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.08 0.02 (loc) 5 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=519/0-4-3, 4=519/0-4-3 Max Uplift 6=-103(LC 7), 4=-103(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-138/697, 4-5=-138/697 WEBS 2-6=-720/143, 2-4=-720/143 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-1-5 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 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6 and 4. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 19-6269A Truss T2 Truss Type Flat Qty 1 Ply 1 WF59 Job Reference (optional) I39671369 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-ZAPrXA9_4FC4PXoX_LGBet5Z5gy4q3EGbCY4hJy7ShF Scale = 1:24.8 1 2 3 5 4 6 7 3x4 2x4 2x4 3x4 3x4 0-0-60-0-6 9-2-119-2-5 9-3-10-0-6 4-7-8 4-7-8 9-3-1 4-7-8 3-8-5Plate Offsets (X,Y)-- [4:0-1-8,0-1-8], [5:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.24 0.44 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.34 0.00 (loc) 4-5 4-5 4 l/defl >999 >317 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=359/0-4-3, 4=359/0-4-3 Max Uplift 5=-71(LC 7), 4=-71(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-256/99, 2-4=-256/99 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 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 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5 and 4. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 19-6269A Truss T3 Truss Type Flat Qty 1 Ply 1 WF59 Job Reference (optional) I39671370 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-1MzDlWAcqZKx1gNjX2nQA5dh93MaZYjPqsHdDly7ShE Scale = 1:28.4 1 2 4 3 5 6 2x4 3x4 2x4 3x4 0-0-60-0-6 5-1-115-1-5 5-2-10-0-6 5-2-1 5-2-1 4-2-7LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- 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 0.41 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.05 0.00 (loc) 4 3-4 3 l/defl **** >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 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=195/0-4-3, 3=195/0-4-3 Max Uplift 4=-39(LC 7), 3=-39(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-0-5 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) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4 and 3. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 19-6269A Truss T4 Truss Type Flat Qty 2 Ply 1 WF59 Job Reference (optional) I39671371 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-VYXbysAFbsSoeqyw5lJfjIAxATkSI?zY3W1BlCy7ShD Scale = 1:26.0 1 2 4 3 2x4 3x4 2x4 3x4 0-11-120-11-12 0-11-12 0-11-12 4-5-15LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.01 0.00 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 4 4 3 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=28/Mechanical, 3=28/Mechanical Max Uplift 4=-5(LC 7), 3=-5(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 7) 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 19-6269A Truss T5 Truss Type FLAT Qty 1 Ply 1 WF59 Job Reference (optional) I39671372 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-_l5_ABBtMAafG_W6fTquGWj6ut4g1SDiHAmkHey7ShC Scale = 1:25.0 1 2 4 3 2x4 3x4 2x4 3x4 1-1-01-1-0 1-1-0 1-1-0 4-3-11LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.01 0.00 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 4 4 3 l/defl **** >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 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=32/Mechanical, 3=32/Mechanical Max Uplift 4=-6(LC 7), 3=-6(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 7) 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 19-6269A Truss V1 Truss Type VALLEY Qty 1 Ply 1 WF59 Job Reference (optional) I39671373 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-OKn6oDDlf5yD7SFhKbNbt8KaQ43?Ena8_8?Ouzy7Sh9 Scale = 1:44.6 1 2 3 4 5 6 7 8 12 11 10 9 13 14 3x4 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 15-11-1215-11-8 2-9-10 2-9-10 8-6-15 5-9-4 14-4-3 5-9-4 15-1-6 0-9-2 15-11-12 0-10-6 0-0-43-0-132-2-137-1-132-2-1313.13 12 8.49 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-1], [6:0-2-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.25 0.16 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-11-8. (lb) - Max Horz 1=128(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 9 except 12=-194(LC 11), 10=-135(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 11=402(LC 21), 12=485(LC 18), 10=397(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-322/208, 5-10=-259/157 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-0 to 2-9-10, Interior(1) 2-9-10 to 8-6-15, Exterior(2) 8-6-15 to 11-6-15, Interior(1) 11-6-15 to 15-10-0 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) Gable requires continuous bottom chord bearing. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9 except (jt=lb) 12=194, 10=135. 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 19-6269A Truss V2 Truss Type VALLEY Qty 1 Ply 1 WF59 Job Reference (optional) I39671374 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-d3pWhIKPXs5yiqRQM_1il2C90j81rsnT22gNjxy7Sh0 Scale = 1:43.1 1 2 3 4 5 6 7 10 9 811123x4 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 14-1-514-1-1 4-11-4 4-11-4 7-0-10 2-1-6 9-2-0 2-1-6 14-1-5 4-11-5 0-0-45-4-136-10-120-0-413.13 12 8.49 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-1], [5:0-2-0,0-1-1], [6:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.13 0.16 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-0-13. (lb) - Max Horz 1=-130(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 10=-179(LC 11), 8=-177(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=263(LC 21), 10=359(LC 18), 8=357(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-276/88, 2-3=-270/150, 5-6=-270/151, 6-7=-261/68 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-0 to 3-0-10, Interior(1) 3-0-10 to 7-0-10, Exterior(2) 7-0-10 to 9-2-0, Interior(1) 9-2-0 to 13-9-5 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 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 10=179, 8=177. 6) Non Standard bearing condition. Review required. 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 19-6269A Truss V3 Truss Type VALLEY Qty 1 Ply 1 WF59 Job Reference (optional) I39671375 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-1dVeJKNHqnTWZIA?16bQMgqekwA52Dmvk0v1IGy7Sgz Scale = 1:39.1 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 11-0-1111-0-7 5-6-6 5-6-6 11-0-11 5-6-5 0-0-46-0-90-0-413.13 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.07 0.07 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: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-0-4. (lb) - Max Horz 1=113(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-205(LC 11), 6=-205(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=335(LC 18), 6=335(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-299/236, 4-6=-299/236 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 5-6-6, Exterior(2) 5-6-6 to 8-6-6, Interior(1) 8-6-6 to 10-8-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=205, 6=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 19-6269A Truss V4 Truss Type Valley Qty 1 Ply 1 WF59 Job Reference (optional) I39671376 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-1dVeJKNHqnTWZIA?16bQMgqdlwAy2EJvk0v1IGy7Sgz Scale = 1:29.9 1 2 3 4 5 6 7 8 2x4 4x4 2x4 2x4 0-0-40-0-4 8-0-27-11-15 4-0-1 4-0-1 8-0-2 4-0-1 0-0-44-4-90-0-413.13 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 0.22 0.08 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 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=180/7-11-11, 3=180/7-11-11, 4=228/7-11-11 Max Horz 1=80(LC 8) Max Uplift 1=-45(LC 12), 3=-40(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 4-0-1, Exterior(2) 4-0-1 to 7-0-1, Interior(1) 7-0-1 to 7-8-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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 19-6269A Truss V5 Truss Type Valley Qty 1 Ply 1 WF59 Job Reference (optional) I39671377 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-Wq31XgNvb5bNBRlBbq6fvuNpcKXUnhA3zgearjy7Sgy Scale = 1:21.0 1 2 32x4 2x4 2x4 3-7-0 3-7-0 0-0-43-7-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.15 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=123/3-6-12, 3=123/3-6-12 Max Horz 1=93(LC 11) Max Uplift 3=-71(LC 11) Max Grav 1=123(LC 1), 3=133(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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 19-6269A Truss V6 Truss Type Valley Qty 1 Ply 1 WF59 Job Reference (optional) I39671378 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-_0dPk?OXMOjEobKN9XduS5w0HktWW8QCCKO8N9y7Sgx Scale = 1:12.5 1 2 3 2x4 2x4 2x4 1-11-0 1-11-0 0-0-41-11-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 1-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=57/1-10-12, 3=57/1-10-12 Max Horz 1=43(LC 11) Max Uplift 3=-33(LC 11) Max Grav 1=57(LC 1), 3=61(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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 19-6269A Truss V7 Truss Type VALLEY Qty 1 Ply 1 WF59 Job Reference (optional) I39671379 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:23:00 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-wPk99hQou0zy2vTmGygMXW?KaXY5_2LVfetER1y7Sgv Scale = 1:35.3 1 2 3 5 4 6 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 7-1-137-1-8 7-1-13 7-1-13 0-0-45-11-810.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.17 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 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=67/7-1-8, 4=124/7-1-8, 5=337/7-1-8 Max Horz 1=166(LC 11) Max Uplift 1=-1(LC 9), 4=-57(LC 11), 5=-155(LC 11) Max Grav 1=110(LC 20), 4=130(LC 18), 5=353(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-269/185 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-13 to 3-1-13, Interior(1) 3-1-13 to 7-0-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=155. 5) Non Standard bearing condition. Review required. 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 19-6269A Truss V8 Truss Type Valley Qty 1 Ply 1 WF59 Job Reference (optional) I39671380 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:23:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-snswaNR2QdDgHDd8ONiqcx4eALDhSyPo6xMLWwy7Sgt Scale = 1:22.7 1 2 3 4 2x4 2x4 2x4 4-9-0 4-9-0 0-0-43-11-810.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.29 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 4-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=168/4-8-11, 3=168/4-8-11 Max Horz 1=106(LC 11) Max Uplift 3=-77(LC 11) Max Grav 1=168(LC 1), 3=176(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 4-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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 19-6269A Truss V9 Truss Type VALLEY Qty 1 Ply 1 WF59 Job Reference (optional) I39671381 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:23:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-K_QInjSgBxLXvMCLx5D399dsOlaQBPUxLb5v2My7Sgs Scale = 1:16.4 1 2 3 4 2x4 4x4 2x4 2x4 0-0-40-0-4 4-11-94-11-5 2-5-13 2-5-13 4-11-9 2-5-12 0-0-42-8-90-0-413.13 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 0.03 0.01 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: 15 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 4-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=105/4-11-2, 3=105/4-11-2, 4=134/4-11-2 Max Horz 1=-47(LC 7) Max Uplift 1=-26(LC 12), 3=-23(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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 19-6269A Truss V10 Truss Type VALLEY Qty 1 Ply 1 WF59 Job Reference (optional) I39671382 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-sWKU?ZENQP44lbqtuJuqQMtovURVzGCHCokyRPy7Sh8 Scale: 1.5"=1' 1 2 3 2x4 3x4 2x4 1-10-121-10-12 1-11-00-0-4 0-11-8 0-11-8 1-11-0 0-11-8 0-0-41-0-90-0-413.13 12 Plate Offsets (X,Y)-- [2:Edge,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-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 1-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=50/1-10-9, 3=50/1-10-9 Max Horz 1=-14(LC 7) Max Uplift 1=-6(LC 12), 3=-6(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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 19-6269A Truss V11 Truss Type Valley Qty 1 Ply 1 WF59 Job Reference (optional) I39671383 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-KiutDvF0BiCxMlP4S0P3zZQzgunsijSRRSUVzry7Sh7 Scale = 1:7.9 1 2 3 4x6 1-2-9 1-2-9 0-0-41-0-210.00 12 Plate Offsets (X,Y)-- [1:0-2-9,0-0-0], [1:0-2-3,0-2-0], [2:0-1-12,0-1-7], [3:0-1-12,0-0-0] 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-P 0.01 0.00 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 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 1-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=27/1-2-4, 3=27/1-2-4 Max Horz 1=17(LC 11) Max Uplift 3=-12(LC 11) Max Grav 1=27(LC 1), 3=28(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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 19-6269A Truss V12 Truss Type Valley Qty 1 Ply 1 WF59 Job Reference (optional) I39671384 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-KiutDvF0BiCxMlP4S0P3zZQyqumNijSRRSUVzry7Sh7 Scale = 1:17.9 1 2 3 4 2x4 3x4 2x4 2x4 4-3-04-3-0 1-7-2 1-7-2 4-3-0 2-7-14 0-0-40-9-93-0-26.00 12 10.00 12 Plate Offsets (X,Y)-- [1:0-3-4,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-R 0.12 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=139/4-2-8, 4=139/4-2-8 Max Horz 1=77(LC 11) Max Uplift 4=-56(LC 11) Max Grav 1=139(LC 1), 4=142(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-7-9 to 1-7-2, Interior(1) 1-7-2 to 4-1-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 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 19-6269A Truss V13 Truss Type VALLEY Qty 1 Ply 1 WF59 Job Reference (optional) I39671385 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-ovSFQFGey0Ko_v_G?jxIVny3uI5mRAiag6D2VIy7Sh6 Scale = 1:29.1 1 2 3 4 5 2x4 2x4 2x4 0-0-40-0-4 5-1-25-0-14 5-1-2 5-1-2 0-0-45-1-212.00 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 0.36 0.15 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: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=184/5-0-14, 3=184/5-0-14 Max Horz 1=139(LC 11) Max Uplift 3=-106(LC 11) Max Grav 1=184(LC 1), 3=198(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-11-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=106. 5) Non Standard bearing condition. Review required. 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 19-6269A Truss V14 Truss Type Valley Qty 1 Ply 1 WF59 Job Reference (optional) I39671386 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-ovSFQFGey0Ko_v_G?jxIVny6OI7FRAiag6D2VIy7Sh6 Scale = 1:20.2 1 2 32x4 2x4 2x4 3-5-2 3-5-2 0-0-43-5-212.00 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 0.14 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=117/3-4-14, 3=117/3-4-14 Max Horz 1=89(LC 11) Max Uplift 3=-67(LC 11) Max Grav 1=117(LC 1), 3=126(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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 19-6269A Truss V15 Truss Type Valley Qty 1 Ply 1 WF59 Job Reference (optional) I39671387 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-G50debGGjKSfc3ZSZRSX2_VJviSDAdykumzc1ky7Sh5 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 11) Max Uplift 3=-29(LC 11) Max Grav 1=50(LC 1), 3=54(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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 19-6269A Truss V16 Truss Type VALLEY Qty 1 Ply 1 WF59 Job Reference (optional) I39671388 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-lHa?rwHuUdbWDD8e78zmaC2UH5oIv4Bt7Qi9aAy7Sh4 Scale = 1:12.7 1 2 3 2x4 2x4 2x4 2-4-3 2-4-3 0-0-41-11-810.00 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 0.05 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=72/2-3-14, 3=72/2-3-14 Max Horz 1=45(LC 11) Max Uplift 3=-33(LC 11) Max Grav 1=72(LC 1), 3=75(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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 19-6269A Truss V17 Truss Type VALLEY Qty 1 Ply 1 WF59 Job Reference (optional) I39671389 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-DU8N3GIWFxjNrNirhsU?7PadLV7leXt1M4Sj6dy7Sh3 Scale = 1:39.0 1 2 3 4 5 9 8 7 6 10 11 12 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 6-0-146-0-10 11-8-25-7-4 6-0-14 6-0-14 11-8-2 5-7-4 0-0-46-0-140-0-40-5-912.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.15 0.07 0.04 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-7-10. (lb) - Max Horz 1=110(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 9=-173(LC 11), 6=-170(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8, 7 except 9=317(LC 18), 6=332(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-256/197, 4-6=-265/207 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-0-14, Exterior(2) 6-0-14 to 9-0-14, Interior(1) 9-0-14 to 11-3-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except (jt=lb) 9=173, 6=170. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5, 6. 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 19-6269A Truss V18 Truss Type VALLEY Qty 1 Ply 1 WF59 Job Reference (optional) I39671390 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-hgimGcJ80FrETWH1EZ?Efd7nrvSdN_hAbkBGe3y7Sh2 Scale = 1:34.5 1 2 3 5 4 6 7 8 9 3x4 5x6 2x4 3x4 2x4 0-0-40-0-4 5-0-145-0-10 9-0-23-11-4 5-0-14 5-0-14 9-0-2 3-11-4 0-0-45-0-140-0-41-1-912.00 12 Plate Offsets (X,Y)-- [2:0-2-12,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-R 0.23 0.16 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: 29 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-11-10. (lb) - Max Horz 1=89(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 3, 5, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 3, 5 except 4=255(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-0-14, Exterior(2) 5-0-14 to 8-0-14, Interior(1) 8-0-14 to 8-7-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 5, 4. 8) Beveled plate or shim required to provide full bearing surface with truss chord 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 19-6269A Truss V19 Truss Type Valley Qty 1 Ply 1 WF59 Job Reference (optional) I39671391 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-9sG8TyKmmYz54gsDoHWTCqgzzJps6RxJpOxpAVy7Sh1 Scale = 1:27.8 1 2 3 5 4 6 7 2x4 4x6 2x4 2x4 2x4 0-0-40-0-4 4-0-144-0-10 6-4-22-3-5 4-0-14 4-0-14 6-4-2 2-3-5 0-0-44-0-140-0-41-9-912.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.15 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-3-10. (lb) - Max Horz 1=79(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 3, 5, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 3, 5, 4 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-0-14, Exterior(2) 4-0-14 to 5-11-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 5, 4. 8) Beveled plate or shim required to provide full bearing surface with truss chord 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 19-6269A Truss V20 Truss Type Valley Qty 1 Ply 1 WF59 Job Reference (optional) I39671392 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-d3pWhIKPXs5yiqRQM_1il2C9ejAsrt0T22gNjxy7Sh0 Scale = 1:16.6 1 2 3 4 2x4 4x4 2x4 3x6 3-3-43-3-4 2-8-13 2-8-13 3-3-4 0-6-6 0-0-42-8-132-2-712.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.04 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=103/3-3-0, 4=115/3-3-0 Max Horz 1=65(LC 11) Max Uplift 4=-47(LC 11) Max Grav 1=103(LC 1), 4=118(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 19-6269A Truss V21 Truss Type Valley Qty 1 Ply 1 WF59 Job Reference (optional) I39671393 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-5FNuueL1IADpK_0cwiZyHFlKb6WIaKFcHiQwFOy7Sh? Scale = 1:18.6 1 2 3 4 2x4 4x4 2x4 2x4 5-1-35-1-3 5-1-70-0-4 2-6-12 2-6-12 5-1-7 2-6-12 0-0-42-6-120-0-412.00 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 0.07 0.03 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: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=106/5-0-15, 3=106/5-0-15, 4=142/5-0-15 Max Horz 1=-43(LC 7) Max Uplift 1=-25(LC 12), 3=-25(LC 12), 4=-2(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 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 19-6269A Truss V22 Truss Type Valley Qty 1 Ply 1 WF59 Job Reference (optional) I39671394 8.330 s Dec 5 2019 MiTek Industries, Inc. Thu Dec 19 08:22:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:X5yDZkCCxjwgDbRyJmEYu6y7qSb-ZRxG6_Mf3TLgx8boTP4BqTIWQWrtJngmVM9Tnqy7Sh_ Scale = 1:7.2 1 2 3 2x4 3x4 2x4 1-9-31-9-3 1-9-70-0-4 0-10-12 0-10-12 1-9-7 0-10-12 0-0-40-10-120-0-412.00 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 0.00 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 1-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=43/1-8-15, 3=43/1-8-15 Max Horz 1=10(LC 8) Max Uplift 1=-5(LC 11), 3=-5(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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 Truss Connector Total ListManuf Product QtyHCP2 4HTS20 8HTS30 4HUS26 23LGT4 1LU24 66LUC26Z 4One H2.5A 221Simpson TJC37 74Two H2.5A 11Two HTS30 1One H2.5A* 2TJC37* 5R1001R1002R1003R1004R1006R1008R1046R1048R1049R1047BM4BM5BM6BM7G1A1H1H2H3CJ1C J 1 CJ2G2J2J3J4J5G3H4J3J4G4H4J5J5G5H5H6H7H8M1G6H9G7J8J9 J9G8J10G9A4A5A6A7G10G 11 J11J12J13A8A9G12G13A10A11G14H10H11H12H13G15H14J15H14C J3J16G16 J17J18G17H15H16T1T2J20J21J22J20J21J22A12A13A14A15A17A18G18A19A20A21A22A23A24A25A26A27A28H17A29G19CJ4J23J24J25J26J27A30A31A32A33G20J28J29J30T3J31CJ5CJ5CJ5CJ5J32J32J32J32J33J34J33J34J 3 3 J 3 4 J 3 3 J 3 4 J35J 3 6 J37J36J37J38J38G22J39G22 J39G23G24A34J40J40 J41A35G25J42G 2 6G27 A36A37T4A38G 2 8G27 A39T5T4A38A40A41J44J44J45J 4 5 V1V2V3V4V5V6V7V8V9V10V11V12V13V14V15V16V17V18V19V20V21V22P1P3P4P5P6P7P8P10P11P12P13Two H2.5ATwo H2.5AHTS20HTS20HTS20TJC37LU24TJC37TJC37TJC37LU24T JC 3 7TJC37TJC37TJC37T JC 3 7HTS20TJC37HTS20LU24HTS30HTS30HTS20TJC37LU24HUS26Two H2.5ATwo H2.5AT JC 3 7LU24HTS20TJC37TJC37Two H2.5AHTS30HTS30LGT4Two H2.5ATwo H2.5ATJC37TJC37TJC37TJC37T J C 3 7 T J C 3 7 HCP2Two H2.5ATwo H2.5ATJC37TJC37TJC37TJC37TJC37 HUS26Two H2.5AHCP2LU24HTS20T J C 3 7TJC37 TJC37TJC37T J C 3 7TJC37 TJC37TJC37TJC37TJC37TJC37TJC37TJC37TJC37HCP2TJC37HCP2Two HTS30Two H2.5AA2(5)J1(2)J6(2)A3(2)J7(10)J14(2)J18(2)J18(4)J19(5)A16(4)G21(2)G21(2)P2(9)P9(6)J43(2)LU24HUS26LU24LU24LU24LU24HUS26TJC37TJC37TJC37TJC37TJC37TJC37TJC37LU24TJC37TJC37 HUS26TJC37LU24LUC26ZLUC26ZLU24LU24T J C 3 7 T J C 3 7 TJC37LU24LU2413-06-00 10-06-08 4-00-00 10-05-03 12-08-12 12-08-12 10-05-032-07-113-00-005-04-003-02-006-04-003-02-0012-00-0014-00-008-00-0013-00-0012-00-005-07-0510-05-027-03-083-00-007-05-003-00-002-11-003-00-007-05-003-00-0012-05-002-10-001-00-0011-08-004-04-0045-03-0023-02-001-00-0080-00-0081-00-001-07-111-09-102-00-002-00-002-00-001-11-142-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-10-082-00-002-01-082-00-002-00-00Floor Area: 0Roof Area: 6660.49Hip Lines: 561.75Horizontal OH: 413.93Rake OH: 33.72Valley Lines: 298.79Ridge Lines: 100.7THIS IS A TRUSS PLACEMENT DIAGRAM ONLY.These trusses are designed as individual buildingcomponents to be incorporated into the building design at the specification of the building designer. Seeindividual design sheets for each truss design identified on the placement drawing. The building designer isresponsible for temporary and permanent bracing of the roofand floor system and for the overall structure.The design of the truss support structure including headers, beams, walls, and columns is the responsibility ofthe building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" availablefrom the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179.2702 North Tibbs AvenueIndianapolis, Indiana 46222SHOP DRAWING APPROVALTHIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES ANDVOIDS ALL PREVIOUS ARCHITECTURAL OROTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUSTBE RECEIVED BEFORE ANY TRUSSES WILLBE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU.REVIEWED BY:__________________________ APPROVED BY:______________________________ DATE:___________Roof Truss Framing DiagramScale:- 3/16"=1'Designer:Order #:Lot #:12-19-19Subdivision:Date:Client:Model:Job Name:Roof Truss FramingWF-59Sales Rep: