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Hilltop -160 Aviation Rd Layout 20-0014818 Soundside Rd Edenton, NC 27932 Trenco Re: The truss drawing(s) referenced below have been prepared by Truss Engineering Co. under my direct supervision based on the parameters provided by Bellevue Builders Supply. July 21,2020 Lassiter, Frank Pages or sheets covered by this seal: E14641731 thru E14641761 My license renewal date for the state of New York is November 30, 2021. 20-0014 Hilltop/ 160 Aviation Rd 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. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss PB1 Truss Type GABLE Qty 16 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641731 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:00 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-VPxe_UxDh_lQ6DcoEaAhg1JwnkkVodbl7haGHUyw7kr Scale = 1:20.2 1 2 3 4 5 6 7 8 5x8 3x4 3x42x4 12-0-0 12-0-0 6-0-0 6-0-0 12-0-0 6-0-0 0-3-152- 0-00- 1- 100-3-150-1- 104. 00 12 LOADING (psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10.0 0.0 *10. 0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix- R 0. 38 0. 18 0.06 DEFL.Vert( LL)Vert( CT) Horz( CT) in 0.00 0.00 0.00 loc)5 5 4 l/ defl n/r n/ r n/a L/d 120 90 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. (size)2=9- 2-10, 4=9-2-10, 6=9-2-10 Max Horz 2=34(LC 10)Max Uplift 2=-108( LC 6), 4=-113(LC 7), 6=-120(LC 6)Max Grav 2=338( LC 17), 4=338(LC 18), 6=626(LC 1)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 3-6=-479/162 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL= 6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 38. 5 psf on overhangs non-concurrent with other live loads.6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc.8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 2, 113 lb uplift at joint 4 and 120 lb uplift at joint 6.11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss PB2 Truss Type PIGGYBACK Qty 16 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641732 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:01 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-zbV0BqyrSItHkNB_oIhwDEs5R83JX4ruMLJqqxyw7kq Scale = 1:18.8 1 2 3 4 5 6 7 8 4x8 3x4 3x42x4 6-0-0 6-0-0 11-1-15 5-1-15 6-0-0 6-0-0 11-1-15 5-1-15 0-3-152- 0-00-1-100-3-150-1-104.00 12 Plate Offsets (X,Y)-- [2:0-2-6,Edge], [3:0- 4-0, 0- 2-4], [4:0- 2- 6, Edge] LOADING (psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10.0 0.0 *10. 0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix- R 0. 38 0. 21 0.06 DEFL.Vert( LL)Vert( CT) Horz( CT) in 0.00 0.00 0.00 loc)5 5 4 l/ defl n/r n/ r n/a L/d 120 90 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER-TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS. (size)2=9- 2-10, 4=9-2-10, 6=9-2-10 Max Horz 2=36(LC 10)Max Uplift 2=-108( LC 6), 4=-89(LC 7), 6=-122(LC 6)Max Grav 2=335( LC 17), 4=290(LC 18), 6=635(LC 1)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 3-6=-483/164 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL= 6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 38. 5 psf on overhangs non-concurrent with other live loads.5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 2, 89 lb uplift at joint 4 and 122 lb uplift at joint 6.9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss T1 Truss Type PIGGYBACK BASE Qty 12 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641733 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:03 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-w_cmcW_5_v7?zgLNvjjOIfxJHxaY?mSBpfoxupyw7ko Scale = 1:87.2 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 22 23 24 25 26 27 28 29 4x6 8x8 6x10 3x4 8x12 MT20HS 4x5 4x5 8x8WB4x4 2x4 4x4 6x8 2x4 2x4 6x8 6x6 6x8 5x6 12-8-5 12-8-5 23-1-6 10-5-1 37-6-0 14-4-10 47-6-5 10-0-5 9-0-0 9-0-0 15-10-12 6-10-12 23-1-6 7-2-10 31-6-0 8-4-10 37-6-0 6-0-0 43-6-0 6-0-0 47-6-5 4-0-5 1-2-011- 8-010-3-1411-8-04.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-5-11], [4:0-3-0,Edge], [8:0-4-0,0-4-4], [10:0-5-0,0-3-4], [12:0-4-0,0-2-8], [13:0-1-12,0-2- 8], [15: 0- 1-12,0-2- 12] LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38. 5 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0- 0 1. 15 1. 15 NO IBC2015/TPI2014 CSI.TC BC WB Matrix- MR 0. 87 0. 86 0. 95 DEFL.Vert( LL)Vert( CT)Horz( CT) in 0. 52 0. 84 0.14 loc) 13- 15 13- 15 12 l/ defl 999 674 n/ a L/ d 360 240 n/a PLATES MT20 MT20HS Weight: 293 lb FT = 20%GRIP 197/144 148/108 LUMBER-TOP CHORD 2x6 SPF No.2 * Except* 1-4: 2x6 SPF 2100F 1.8E BOT CHORD 2x6 SPF 2100F 1.8E * Except* 14-16: 2x6 SPF 1650F 1.5E WEBS 2x4 SPF No.2 * Except* 10-12: 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -x 3-6-0 BRACING-TOP CHORD Structural wood sheathing directly applied or 2-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-14 max.): 8-10.BOT CHORD Rigid ceiling directly applied or 9-1-10 oc bracing.WEBS 1 Row at midpt 5-15, 6-15, 8-15, 9-13, 11-12 2 Rows at 1/3 pts 8-13, 10-12 REACTIONS. (size) 1=0-5-8, 12=0- 3-7 Max Horz 1=401(LC 10)Max Uplift 1=-381(LC 6), 12=-445(LC 6)Max Grav 1=2936(LC 1), 12=2789(LC 20)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-5938/858, 3-5=-5527/781, 5-6=-4344/646, 6-8=-4358/765, 8-9=-2022/365, 9-10=-2022/365 BOT CHORD 1-17=-1115/5485, 15-17=-951/4971, 13-15=-487/2647, 12-13=-158/906 WEBS 3-17=-414/225, 5-17=-18/461, 5-15=-1249/297, 6-15=-743/279, 8-15=-402/2277, 8-13=-1510/355, 9-13=-568/166, 10- 13=-345/2395, 10-12=-2716/479 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0, Luleft=37-6-0, Luright=10-0-5 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 381 lb uplift at joint 1 and 445 lb uplift at joint 12.9) Load case(s) 1, 2, 3, 4, 14, 15, 17, 18, 19, 20, 29, 30, 31, 32 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) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss T1 Truss Type PIGGYBACK BASE Qty 12 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641733 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:03 2020 Page 2BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-w_cmcW_5_v7?zgLNvjjOIfxJHxaY?mSBpfoxupyw7ko LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-22=-140, 8-22=-97, 8-10=-97, 10-11=-97, 12-18=-20 2) Dead + 0.75 Snow (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-22=-110, 8-22=-78, 8-10=-78, 10-11=-78, 18-24=-20, 24-25=-50, 25-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 12-29=-20 3) Dead + 0.75 Snow (Unbal. Left) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-22=-110, 8-22=-78, 8-23=-78, 9-23=-97, 9-10=-37, 10-11=-37, 18-24=-20, 24-25=-50, 25-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 12-29=-20 4) Dead + 0.75 Snow (Unbal. Right) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-22=-70, 8-22=-37, 8-9=-37, 9-10=-122, 10-11=-122, 18-24=-20, 24-25=-50, 25-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 12-29=-20 14) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-22=-140, 8-22=-97, 8-23=-97, 9-23=-122, 9-10=-43, 10-11=-43, 12-18=-20 15) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-22=-86, 8-22=-43, 8-9=-43, 9-10=-156, 10-11=-156, 12-18=-20 17) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-22=-106, 8-22=-74, 8-10=-74, 10-11=-80, 18-24=-20, 24-25=-50, 25-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 12-29=-20 Horz: 1-8=-4, 10-11=-2 18) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-22=-112, 8-22=-80, 8-10=-74, 10-11=-74, 18-24=-20, 24-25=-50, 25-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 12-29=-20 Horz: 1-8=2, 10-11=4 19) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-22=-106, 8-22=-74, 8-10=-82, 10-11=-82, 18-24=-20, 24-25=-50, 25-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 12-29=-20 Horz: 1-8=-4, 10-11=-5 20) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-22=-115, 8-22=-82, 8-10=-82, 10-11=-74, 18-24=-20, 24-25=-50, 25-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 12-29=-20 Horz: 1-8=5, 10-11=4 29) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-22=-106, 8-22=-74, 8-10=-74, 10-11=-80, 18-24=-20, 24-25=-50, 25-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 12-29=-20 Horz: 1-8=-4, 10-11=-2 30) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-22=-112, 8-22=-80, 8-10=-74, 10-11=-74, 18-24=-20, 24-25=-50, 25-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 12-29=-20 Horz: 1-8=2, 10-11=4 31) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-22=-106, 8-22=-74, 8-10=-82, 10-11=-82, 18-24=-20, 24-25=-50, 25-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 12-29=-20 Horz: 1-8=-4, 10-11=-5 32) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-22=-115, 8-22=-82, 8-10=-82, 10-11=-74, 18-24=-20, 24-25=-50, 25-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 12-29=-20 Horz: 1-8=5, 10-11=4 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss T1A Truss Type PIGGYBACK BASE Qty 2 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641734 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:06 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-KZIvEX0_HqVZq84yarH5wIZpK9aGC77dVc1bV8yw7kl Scale = 1:87.5 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 23 24 18 25 26 27 28 29 30 4x6 8x8 6x10 3x4 8x10 MT20HS 4x5 4x5 5x12MT20HS4x4 2x4 4x4 6x8 2x4 2x4 6x8 5x8 6x8 5x6 7-0-0 7-0-0 12-8-5 5-8-5 23-1-6 10-5-1 37-6-0 14-4-10 47-6-5 10-0-5 9-0-0 9-0-0 15-10-12 6-10-12 23-1-6 7-2-10 31-6-0 8-4-10 37-6-0 6-0-0 43-6-0 6-0-0 47-6-5 4-0-5 1-2-011- 8-010-3-1411-8-04.00 12 Plate Offsets (X,Y)-- [1:0-6-15,0-0-2], [8:0-4-0,0-4-4], [10:0-5-0,0-3-4], [12:0-4-0,0-2-8], [13:0-2-0,0-2- 8], [15: 0- 2-0,0-2- 12] LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38. 5 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0- 0 1. 15 1. 15 NO IBC2015/TPI2014 CSI.TC BC WB Matrix- MR 0. 95 0. 99 0. 96 DEFL.Vert( LL)Vert( CT)Horz( CT) in 0. 52 0. 84 0.15 loc) 13- 15 13- 15 12 l/ defl 920 573 n/ a L/ d 360 240 n/a PLATES MT20 MT20HS Weight: 292 lb FT = 20%GRIP 197/144 148/108 LUMBER-TOP CHORD 2x6 SPF No.2 * Except* 1-4: 2x6 SPF 2100F 1. 8E BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF No.2 * Except* 10-12: 2x4 SPF 1650F 1.5E SLIDER Left 2x6 SPF No.2 -x 3-6-0 BRACING-TOP CHORD Structural wood sheathing directly applied or 1-10-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-10 max.): 8-10.BOT CHORD Rigid ceiling directly applied or 8-4-14 oc bracing.WEBS 1 Row at midpt 5-15, 6-15, 8-15, 9-13, 11-12 2 Rows at 1/3 pts 8-13, 10-12 REACTIONS. (size)1=7-3-8, 12=0-3-7, 18=0- 3-8 Max Horz 1=401(LC 10)Max Uplift 1=-384(LC 6), 12=-446(LC 6)Max Grav 1=2614(LC 1), 12=2735(LC 20), 18=380(LC 1)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-5390/862, 3-5=-5020/786, 5-6=-4181/647, 6-8=-4192/766, 8-9=-1971/366, 9-10=-1971/366 BOT CHORD 1-18=-1118/4948, 17-18=-1118/4948, 15-17=-955/4643, 13-15=-488/2567, 12-13=-158/885 WEBS 3-17=-330/223, 5-15=-1029/303, 6-15=-737/279, 8-15=-403/2149, 8-13=-1454/355, 9-13=-569/166, 10- 13=-347/2328, 10-12=-2651/481 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0, Luleft=37-6-0, Luright=10-0-5 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 lb uplift at joint 1 and 446 lb uplift at joint 12.9) Load case(s) 1, 2, 3, 4, 14, 15, 17, 18, 19, 20, 29, 30, 31, 32 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) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss T1A Truss Type PIGGYBACK BASE Qty 2 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641734 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:06 2020 Page 2BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-KZIvEX0_HqVZq84yarH5wIZpK9aGC77dVc1bV8yw7kl LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-23=-140, 8-23=-97, 8-10=-97, 10-11=-97, 12-19=-20 2) Dead + 0.75 Snow (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-23=-110, 8-23=-78, 8-10=-78, 10-11=-78, 19-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 12-30=-20 3) Dead + 0.75 Snow (Unbal. Left) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-23=-110, 8-23=-78, 8-24=-78, 9-24=-97, 9-10=-37, 10-11=-37, 19-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 12-30=-20 4) Dead + 0.75 Snow (Unbal. Right) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-23=-70, 8-23=-37, 8-9=-37, 9-10=-122, 10-11=-122, 19-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 12-30=-20 14) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-23=-140, 8-23=-97, 8-24=-97, 9-24=-122, 9-10=-43, 10-11=-43, 12-19=-20 15) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-23=-86, 8-23=-43, 8-9=-43, 9-10=-156, 10-11=-156, 12-19=-20 17) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-23=-106, 8-23=-74, 8-10=-74, 10-11=-80, 19-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 12-30=-20 Horz: 1-8=-4, 10-11=-2 18) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-23=-112, 8-23=-80, 8-10=-74, 10-11=-74, 19-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 12-30=-20 Horz: 1-8=2, 10-11=4 19) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-23=-106, 8-23=-74, 8-10=-82, 10-11=-82, 19-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 12-30=-20 Horz: 1-8=-4, 10-11=-5 20) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-23=-115, 8-23=-82, 8-10=-82, 10-11=-74, 19-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 12-30=-20 Horz: 1-8=5, 10-11=4 29) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-23=-106, 8-23=-74, 8-10=-74, 10-11=-80, 19-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 12-30=-20 Horz: 1-8=-4, 10-11=-2 30) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-23=-112, 8-23=-80, 8-10=-74, 10-11=-74, 19-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 12-30=-20 Horz: 1-8=2, 10-11=4 31) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-23=-106, 8-23=-74, 8-10=-82, 10-11=-82, 19-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 12-30=-20 Horz: 1-8=-4, 10-11=-5 32) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-23=-115, 8-23=-82, 8-10=-82, 10-11=-74, 19-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 12-30=-20 Horz: 1-8=5, 10-11=4 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss T1GE Truss Type GABLE Qty 2 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641735 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:08 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-GxQffD1EpRlH4SEKiGJZ?jeKByUygB6wzwWia1yw7kj Scale = 1:82.9 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 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 51 52 4x6 5x6 5x6 3x4 4x8 4x4 4x4 4x6 3x4 4x6 6x6 47-6-5 47-6-5 31-6-0 31-6-0 43-6-0 12-0-0 47-6-5 4-0-5 1-2-011- 8-010-3-1411-8-04.00 12 Plate Offsets (X,Y)-- [1:0-5-11,0-0-6], [18:0-3-0,0-2-12], [24:0-3-0,0-2-12], [35:0-1-12,0-0-0], [36:0-3-0,0-1- 4], [36: 0- 0-0,0-2- 12] LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38. 5 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix- R 0. 22 0. 08 0. 22 DEFL.Vert( LL)Vert( CT)Horz( CT) in n/a n/a 0.00 loc)27 l/defl n/ a n/a n/ a L/d 999 999 n/ a PLATES MT20 Weight: 379 lb FT = 20%GRIP 197/ 144 LUMBER-TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -x 3-6-0 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.): 18-24.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS T-Brace:2x4 SPF No.2 - 26-27, 13-40, 15-39, 16-38 17-37, 18-35, 19-34, 20-33, 21-32, 22-31,23-30, 24-29, 25-28 Fasten (2X) T and I braces to narrow edge of web with 10d 0.131"x3") nails, 6in o.c.,with 3in minimum end distance.Brace must cover 90% of web length.REACTIONS.All bearings 47-6- 5.lb) - Max Horz 1=568(LC 10)Max Uplift All uplift 100 lb or less at joint(s) 27, 48, 47, 46, 45, 43, 42, 41, 40, 39, 38, 37, 35, 34, 33, 32, 31, 30, 29, 28 except 50=-320(LC 10)Max Grav All reactions 250 lb or less at joint( s) 27, 49 except 1=273(LC 1), 50=627(LC 16), 48=264(LC 16), 47=256(LC 22), 46=257(LC 22), 45=257(LC 22), 43=257(LC 22), 42=257(LC 22), 41=257(LC 22), 40=257(LC 22), 39=257(LC 22), 38=257(LC 22), 37=258(LC 22), 35=253(LC 3), 34=288(LC 3), 33=295(LC 3), 32=260(LC 4), 31=353(LC 17), 30=355(LC 17), 29=358(LC 17), 28=358(LC 17)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-554/93, 3-4=-411/2, 4-5=-400/35, 5-7=-359/30, 7-8=-320/30, 8-9=-282/30 WEBS 3-50=-485/339, 22-31=-313/86, 23-30=-315/81, 24- 29=-318/77, 25-28=-318/95 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10, Luleft=37-6-0, Luright=10-0-5 4) Unbalanced snow loads have been considered for this design. 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 10.0 psf bottom chord live load nonconcurrent with any other live loads.9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.10) Bearing at joint(s) 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss T1GE Truss Type GABLE Qty 2 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641735 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:09 2020 Page 2BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-k8_2sZ2salt8hboWGzqoYwBVxMqBPeM4CaFF6Tyw7ki NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 48, 47, 46, 45, 43, 42, 41, 40, 39, 38, 37, 35, 34, 33, 32, 31, 30, 29, 28 except (jt=lb) 50=320. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 14) The loading on this truss has been modified to reflect the roof profile, the ridgeline is located 37-6-0 from joint 1 and has a slope of 4.000 on the left and -4.000 on the right. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss T2 Truss Type MONOPITCH Qty 16 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641736 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:10 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-DKYQ4v3UL3??JlNjphL148kUkm?_8yPDQE?oevyw7kh Scale = 1:66.3 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 4x6 5x6 4x10 MT20HS 3x4 4x6 3x4 4x5 3x4 3x4 3x4 6x6 4x6 3x5 3x8 6-10-0 6-10-0 7-0-12 0-2-12 15-4-10 8-3-14 23-8-9 8-3-14 32-3-15 8-7-6 7-0-12 7-0-12 15-4-10 8-3-14 23-8-9 8-3-14 32-3-15 8-7-6 1-2-011- 11-511-11-54.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [8:0-5-4,0-1-8], [11: 0-1- 12, 0-1-12]LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 NO IBC2015/TPI2014 CSI.TC BC WB Matrix-MR 0. 99 0. 75 0. 81 DEFL. Vert( LL)Vert( CT)Horz( CT)in 0. 17 0. 29 0. 02 loc)8- 9 8- 9 8 l/defl 999 999 n/a L/ d 360 240 n/a PLATES MT20 MT20HS Weight: 165 lb FT = 20% GRIP 197/144 148/108 LUMBER-TOP CHORD 2x6 SPF No.2 *Except* 1- 3: 2x6 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1- 14: 2x6 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 1-11- 14 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 5-5-7 oc bracing.WEBS 1 Row at midpt 7-8, 4-9 2 Rows at 1/3 pts 5-8 REACTIONS. (size)13=0- 5-8, 8=0-3-7 Max Horz 13=452(LC 10)Max Uplift 13=-413( LC 6), 8=-320(LC 10)Max Grav 13=2694( LC 14), 8=1784(LC 14)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 ( lb) or less except when shown.TOP CHORD 1-2=-221/989, 2-4=-1447/114, 4-5=-1332/77, 5-7=- 260/107, 7-8=-538/120 BOT CHORD 13-14=-764/227, 11-13=-764/0, 9-11=- 385/1230, 8-9=-238/1161 WEBS 2-13=-2468/422, 2-11=-114/2126, 4-11=-603/151, 5-9= 0/ 444, 5-8=-1625/341 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ( jt=lb)13=413, 8=320.9) Load case(s) 1, 2, 3, 4, 14, 15, 17, 18, 19, 20 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss.LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase= 1.15, Plate Increase=1.15 Uniform Loads (plf)Vert: 1-15=-140, 7-15=-97, 8-14=-20 2) Dead + 0.75 Snow (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase= 1.15, Plate Increase=1.15 Uniform Loads (plf)Vert: 1-15=-110, 7-15=-78, 11-14=-20, 11-17=-50, 9-17=-20, 9-18=-50, 8- 18=-20 Continued Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss T2 Truss Type MONOPITCH Qty 16 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641736 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:10 2020 Page 2BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-DKYQ4v3UL3??JlNjphL148kUkm?_8yPDQE?oevyw7kh LOAD CASE(S) Standard 3) Dead + 0.75 Snow (Unbal. Left) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-15=-110, 15-16=-78, 7-16=-119, 11-14=-20, 11-17=-50, 9-17=-20, 9-18=-50, 8-18=-20 4) Dead + 0.75 Snow (Unbal. Right) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-15=-70, 7-15=-37, 11-14=-20, 11-17=-50, 9-17=-20, 9-18=-50, 8-18=-20 14) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-15=-140, 15-16=-97, 7-16=-151, 8-14=-20 15) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-15=-86, 7-15=-43, 8-14=-20 17) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-15=-106, 7-15=-74, 13-14=-5, 11-13=-20, 11-17=-50, 9-17=-20, 9-18=-50, 8-18=-20 Horz: 1-7=-4, 1-14=28 18) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-15=-112, 7-15=-80, 11-14=-20, 11-17=-50, 9-17=-20, 9-18=-50, 8-18=-20 Horz: 1-7=2, 1-14=5 19) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-15=-106, 7-15=-74, 11-14=-20, 11-17=-50, 9-17=-20, 9-18=-50, 8-18=-20 Horz: 1-7=-4, 1-14=24 20) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-15=-115, 7-15=-82, 11-14=-20, 11-17=-50, 9-17=-20, 9-18=-50, 8-18=-20 Horz: 1-7=5, 1-14=7 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss T3 Truss Type MONOPITCH Qty 12 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641737 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:11 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-hW5oHF465M7sxvyvNOtGdLGfsAIPtMpNfukMAMyw7kg Scale = 1:59.3 1 2 3 4 5 6 10 9 8 7 15 16 5x6 5x6 MT20HS 6x10 5x6 4x6 3x4 2x4 3x4 3x5 4x6 9-3-0 9-3-0 18-2-9 8-11-8 27-5-9 9-3-0 9-3-0 9-3-0 18-2-9 8-11-8 27-5-9 9-3-0 1-2-010- 3-1410-3-144.00 12 Plate Offsets (X,Y)-- [1:0-8-3,Edge], [5:0-2-4,0-1-8], [6:Edge,0-3-8], [7: 0-4- 4, 0-2-4]LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-MR 0. 96 0. 93 0. 99 DEFL. Vert( LL)Vert( CT)Horz( CT)in 0. 23 0. 39 0. 11 loc)8- 10 8- 10 7 l/defl 999 836 n/a L/ d 360 240 n/a PLATES MT20 MT20HS Weight: 138 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1- 9: 2x4 SPF 1650F 1. 5E WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No. 1 -x 3-0-0 BRACING-TOP CHORD Structural wood sheathing directly applied, except end verticals.BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.WEBS 1 Row at midpt 6-7, 3-8 2 Rows at 1/3 pts 5-7 REACTIONS. (size)1=0- 5-8, 7=0-3-7 Max Horz 1=383(LC 6)Max Uplift 1=-172( LC 6), 7=-321(LC 6)Max Grav 1=1684( LC 14), 7=1996(LC 14)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 ( lb) or less except when shown.TOP CHORD 1-3=-3079/295, 3-5=-2032/148, 5-6=- 283/140, 6-7=-560/130 BOT CHORD 1-10=-579/2803, 8-10=- 579/2803, 7-8=-318/1828 WEBS 3-10=0/330, 3-8=-1153/285, 5-8= 0/ 694, 5-7=-2239/397 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ( jt=lb)1= Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss T3A Truss Type MONOPITCH Qty 2 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641738 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:13 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-dvDYix5Nd_OaAD6IVpvkimM_Hz_pLGVf6CDSFEyw7ke Scale = 1:59.3 1 2 3 4 5 6 10 9 8 7 16 11 17 5x6 5x6 MT20HS 6x10 5x6 4x6 3x4 2x4 3x4 3x5 4x6 4-2-8 4-2-8 9-3-0 5-0-8 18-2-9 8-11-8 27-5-9 9-3-0 9-3-0 9-3-0 18-2-9 8-11-8 27-5-9 9-3-0 1-2-010- 3-1410-3-144.00 12 Plate Offsets (X,Y)-- [1:0-8-3,Edge], [5:0-2-4,0-1-8], [6:Edge,0-3-8], [7: 0-4- 4, 0-2-4]LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-MR 0. 97 0. 93 0. 98 DEFL. Vert( LL)Vert( CT)Horz( CT)in 0. 25 0. 46 0. 11 loc)8- 10 8- 10 7 l/defl 999 605 n/a L/ d 360 240 n/a PLATES MT20 MT20HS Weight: 138 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No. 2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No. 1 -x 3-0-0 BRACING-TOP CHORD Structural wood sheathing directly applied, except end verticals.BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.WEBS 1 Row at midpt 6-7, 3-8 2 Rows at 1/3 pts 5-7 REACTIONS. (size)1=4-6-0, 7=0- 3-7, 11=0-3-8 Max Horz 1=383(LC 6)Max Uplift 1=-176( LC 6), 7=-322(LC 6)Max Grav 1=1577(LC 14), 7=1976( LC 14), 11=150(LC 5)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 ( lb) or less except when shown.TOP CHORD 1-3=-2958/299, 3-5=-2006/149, 5-6=- 282/140, 6-7=-559/130 BOT CHORD 1-11=-583/2682, 10-11=-583/2682, 8-10=- 583/2682, 7-8=-318/1805 WEBS 3-10=0/271, 3-8=-1048/289, 5-8= 0/ 662, 5-7=-2211/398 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ( jt=lb)1= Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss T3GE Truss Type GABLE Qty 2 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641739 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:14 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-55nxwG6?OHWRoNhU2WQzF_uK6NWz4t1pLsz0ngyw7kd Scale = 1:53.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 4x6 3x10 4x4 3x4 27-5-9 27-5-9 27-5-9 27-5-9 1-2-010- 3-144.00 12 Plate Offsets (X,Y)-- [1: 0-8- 3, Edge]LOADING (psf)TCLL Ground Snow= 50. 0)TCDL BCLL BCDL 38.5 10.0 0. 0 *10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0-0 1. 15 1. 15 YES IBC2015/ TPI2014 CSI.TC BC WB Matrix-R 0.26 0. 17 0. 32 DEFL. Vert(LL) Vert( CT)Horz( CT)in n/a n/ a 0.00 loc)16 l/defl n/a n/a n/ a L/d 999 999 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 197/144 LUMBER-TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x8 SP No.1 - x 3-0-0 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 T-Brace:2x4 SPF No.2 - 15-16, 14-17, 13-18 Fasten (2X) T and I braces to narrow edge of web with 10d 0.131"x3") nails, 6in o.c.,with 3in minimum end distance.Brace must cover 90% of web length.REACTIONS.All bearings 27-5-9.lb) - Max Horz 1=543(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 18, 19, 20, 21, 22, 23, 24, 26 except 28=-337(LC 6)Max Grav All reactions 250 lb or less at joint(s) 16, 24, 27 except 1=270(LC 16), 17=332(LC 3), 18=342(LC 16), 19=334(LC 16), 20=336(LC 16), 21=293(LC 3), 22=257(LC 22), 23=256(LC 22), 26=261(LC 1), 28=625(LC 1)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-528/97, 3-4=-375/1, 4-5=-371/35, 5-6=-328/29, 6-7=-290/30, 7-9=-251/30 WEBS 14-17=-291/96, 13-18=-301/101, 12-19=-294/98, 11-20=-296/98, 3- 28=-518/377 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL= 1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 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 10.0 psf bottom chord live load nonconcurrent with any other live loads.9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.10) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 17, 18, 19,20, 21, 22, 23, 24, 26 except ( jt=lb) 28=337.12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss T4 Truss Type PIGGYBACK BASE Qty 16 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641740 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:16 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-1UvhKy8Fwvm91grtAxSRKP_XOB13Yd76pAS7sZyw7kb Scale = 1:77.8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 4x8 6x10 6x8 5x84x4 5x6 4x4 5x6 2x4 6x8 6x8 MT20HS 4x8 4x86x6 2x4 10-5-3 10-5-3 21-9-2 11-3-15 32-5-3 10-8-1 38-1-15 5-8-12 3-11-0 3-11-0 8-3-5 8-3-5 18-1-3 9-9-13 27-0-0 8-10-13 32-5-10 5-5-11 38-1-15 5-8-5 2-8-01- 4-511-8-011-8-04.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-12], [3:0-2-8,0-2-0], [7:0-5-0,0-3-4], [9:Edge,0-4-0], [11:0-2-0,0-2- 8], [16: 0- 3-4,0-4- 4] LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38. 5 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix- R 0. 85 0. 83 0. 99 DEFL.Vert( LL)Vert( CT)Horz( CT) in 0. 25 0. 40 0.08 loc) 13- 15 13- 15 10 l/ defl 999 999 n/ a L/ d 360 240 n/a PLATES MT20 MT20HS Weight: 254 lb FT = 20%GRIP 197/144 148/ 108 LUMBER-TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No. 2 *Except* 2-16: 2x6 SPF No.2 OTHERS 2x4 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-9.BOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing.WEBS 1 Row at midpt 5-13, 7-11, 8-11, 9-11 2 Rows at 1/3 pts 3-16, 9-10 REACTIONS. (size) 16=0-5-8, 10=0- 2-11 Max Horz 16=435(LC 6)Max Uplift 16=-410(LC 6), 10=-404(LC 6)Max Grav 16=2635(LC 1), 10=2188(LC 1)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 3-5=-3071/447, 5-7=-2419/388, 7-8=-961/172, 8-9=-961/172, 2-16=-821/258, 9-10=-2142/418 BOT CHORD 15-16=-687/2796, 13-15=-558/2579, 11-13=-318/1553 WEBS 5-15=-91/349, 5-13=-1084/376, 7-13=-230/1490, 7-11=-1396/333, 8-11=-513/165, 9- 11=-383/2151, 3-16=-3229/394 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10, Luleft=36-10-8, Luright=5-1-15 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads.5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.8) Bearing at joint(s) 16, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except (jt=lb)16=410, 10=404.11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.12) The loading on this truss has been modified to reflect the roof profile, the ridgeline is located 36-10-8 from joint 1 and has a slope of 4.000 on the left and - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss V1 Truss Type GABLE Qty 2 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641741 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:17 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-VgT3YI8thCu?fqQ3kf_gtcWubaZNHJ2F1qBgO?yw7ka Scale = 1:29.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 3x6 4x4 3x6 13-8-7 13-8-7 0-11-0 0-11-0 6-10-4 6-10-4 13-8-7 6-10-3 0-8-04- 7-150- 8- 07.00 12 LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-R 0. 12 0. 06 0. 05 DEFL. Vert( LL)Vert( CT)Horz( CT)in 0. 00 0. 00 0.00 loc)1 1 9 l/defl n/r n/ r n/a L/ d 120 90 n/a PLATES MT20 Weight: 51 lb FT = 20%GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No. 2 WEBS 2x4 SPF No. 2 OTHERS 2x4 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0- 0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-8-7.lb) - Max Horz 15=135(LC 7)Max Uplift All uplift 100 lb or less at joint(s) 15, 9, 13, 11 except 14=-151( LC 10), 10=-154(LC 11)Max Grav All reactions 250 lb or less at joint(s) 9, 12 except 15=302(LC 1), 13=264( LC 17), 14=326(LC 20), 11=266( LC 18), 10=351(LC 21)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 ( lb) or less except when shown. TOP CHORD 2-15=-274/72 WEBS 3-14=- 264/ 164, 7-10=-279/167 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads.5) All plates are 2x4 MT20 unless otherwise indicated.6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9, 13, 11 except ( jt=lb) 14= Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss V1A Truss Type GABLE Qty 2 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641742 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:18 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-_s0Rle9VSW0sG_?FHMVvPq33T_vc0mBOGUxDwSyw7kZ Scale = 1:30.0 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x6 4x4 3x6 13-8-8 13-8-8 0-11-0 0-11-0 6-10-4 6-10-4 13-8-8 6-10-4 14-7-8 0-11-0 0-8-04- 7-150- 8- 07.00 12 LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-R 0. 11 0. 06 0. 05 DEFL. Vert( LL)Vert( CT)Horz( CT)in 0. 00 0. 00 0.00 loc)8 8 10 l/defl n/r n/ r n/a L/ d 120 90 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 WEBS 2x4 SPF No. 2 OTHERS 2x4 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0- 0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-8-8.lb) - Max Horz 16=-140(LC 8)Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 12 except 15=-151( LC 10), 11=-147(LC 11)Max Grav All reactions 250 lb or less at joint(s) 13 except 16=284(LC 1), 10=284( LC 1), 14=277(LC 17), 15=331(LC 20), 12=277( LC 18), 11=325(LC 21)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 ( lb) or less except when shown.TOP CHORD 2-16=- 259/73, 8-10=-259/77 WEBS 3-15=- 266/ 164, 7-11=-264/163 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads.5) All plates are 2x4 MT20 unless otherwise indicated.6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 12 except ( jt=lb) 15= Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss V1B Truss Type GABLE Qty 4 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641743 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:19 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-S3aqz_A8Dq8ju8ZRr408y1cBPODylCCYV8gnSuyw7kY Scale = 1:25.9 1 2 3 4 5 7 6 8 9 3x4 3x4 3x4 2x4 2x4 2x4 2x4 13-8-6 13-8-6 6-10-3 6-10-3 13-8-6 6-10-3 0-0-43- 11-150-0-47.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [4: 0-0- 0, 0-0-0]LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-R 0. 29 0. 18 0. 07 DEFL. Vert( LL)Vert( CT)Horz( CT)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: 37 lb FT = 20%GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No. 2 OTHERS 2x4 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-8-6.lb) - Max Horz 1=100(LC 7)Max Uplift All uplift 100 lb or less at joint(s) except 7=-202( LC 10), 6=-199(LC 11)Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=557( LC 19), 6=556(LC 17)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 ( lb) or less except when shown.WEBS 2-7=- 440/ 235, 4-6=-439/232 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 202 lb uplift at joint 7 and 199 lb uplift Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss V1C Truss Type GABLE Qty 4 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641744 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:20 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-wF8CAKBm_7GaWI8ePnXNUF8OIoaIUgrhkoQK?Kyw7kX Scale = 1:22.0 1 2 3 4 5 763x4 3x4 3x42x4 2x4 2x4 2x4 11-4-15 11-4-15 5-8-8 5-8-8 11-4-15 5-8-7 0-0-43- 3-150-0-47.00 12 Plate Offsets (X, Y)-- [3: 0- 2-0,Edge]LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-R 0. 15 0. 11 0. 04 DEFL. Vert( LL)Vert( CT)Horz( CT)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: 30 lb FT = 20%GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No. 2 OTHERS 2x4 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-4-15.lb) - Max Horz 1=-82(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 7=-145( LC 10), 6=-143(LC 11)Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=429( LC 19), 6=426(LC 20)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 ( lb) or less except when shown.WEBS 2-7=- 331/ 179, 4-6=-328/177 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 1, 5 except ( jt=lb)7= Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss V1D Truss Type VALLEY Qty 4 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641745 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:20 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-wF8CAKBm_7GaWI8ePnXNUF8MzoZMUgfhkoQK?Kyw7kX Scale = 1:18.5 1 2 3 4 5 6 3x4 4x6 3x42x4 9-1-2 9-1-2 9-1-8 0-0-6 4-6-12 4-6-12 9-1-8 4-6-12 0-0-42- 7-150- 0- 47.00 12 LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-R 0. 30 0. 17 0. 06 DEFL. Vert( LL)Vert( CT)Horz( CT)in n/ a n/a 0.00 loc)3 l/defl n/a n/ a n/a L/ d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20%GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No. 2 OTHERS 2x4 SPF 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. (size)1=9-0-11, 3=9- 0-11, 4=9-0-11 Max Horz 1=-64(LC 8)Max Uplift 1=-55(LC 10), 3=-64( LC 11), 4=-89(LC 10)Max Grav 1=218(LC 16), 3=218( LC 17), 4=521(LC 1)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 ( lb) or less except when shown. WEBS 2-4=-377/117 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss V1E Truss Type VALLEY Qty 4 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641746 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:21 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-ORiaOgCOlROR7RjqzU2c1ShY9Cw6D7GryS9uXmyw7kW Scale = 1:14.6 1 2 3 4 5 6 2x4 4x4 2x42x4 0-0-7 0-0-7 6-10-2 6-9-11 3-5-1 3-5-1 6-10-2 3-5-1 0-0-41- 11-150- 0- 47.00 12 LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-P 0. 21 0. 07 0. 03 DEFL. Vert( LL)Vert( CT)Horz( CT)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: 17 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. (size)1=6-9-4, 3=6- 9-4, 4=6-9-4 Max Horz 1=-46(LC 6)Max Uplift 1=-56(LC 10), 3=-62( LC 11), 4=-32(LC 10)Max Grav 1=180(LC 1), 3=181( LC 20), 4=314(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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4.7) Non Standard bearing Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss V1F Truss Type VALLEY Qty 4 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641747 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:22 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-seGyb0C0WlWIlbI0WCZrZgEl3bGVya0_B6vR3Dyw7kV Scale = 1:9.3 1 2 3 2x4 3x4 2x4 0-0-7 0-0-7 4-6-11 4-6-4 2-3-5 2-3-5 4-6-11 2-3-6 0-0-41- 3-150-0-47.00 12 Plate Offsets (X, Y)-- [2: 0- 2-0,Edge]LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-P 0. 07 0. 12 0. 00 DEFL. Vert( LL)Vert( CT)Horz( CT)in n/ a n/a 0.00 loc)3 l/defl n/a n/ a n/a L/ d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20%GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 4-6-11 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS. (size)1=4- 5-13, 3=4-5-13 Max Horz 1=-28(LC 6)Max Uplift 1=-43( LC 10), 3=-43(LC 11)Max Grav 1=203( LC 1), 3=203(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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.7) Non Standard bearing Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss V2 Truss Type GABLE Qty 1 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641748 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:23 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-KqqKoLDeH2e9NltD4v446tmwx?bnhz58Qme_cfyw7kU Scale = 1:62.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 35 36 3x6 4x4 3x6 5x6 5x6 5x6 5x6 31-11-14 31-11-14 15-11-15 15-11-15 31-11-14 15-11-15 0-8-09- 11-150-8-07.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-3-0], [12:0-3-0,0-3-0], [24:0-3-0,0-3-0], [28: 0-3- 0, 0-3-0]LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-R 0. 12 0. 12 0. 27 DEFL. Vert( LL)Vert( CT)Horz( CT)in n/ a n/a 0.01 loc)18 l/defl n/a n/ a n/a L/ d 999 999 n/a PLATES MT20 Weight: 167 lb FT = 20%GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No. 2 WEBS 2x4 SPF No. 2 OTHERS 2x4 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0- 0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS T-Brace:2x4 SPF No.2 - 9-26, 8-27, 10-25 Fasten (2X) T and I braces to narrow edge of web with 10d 0.131"x3") nails, 6in o. c.,with 3in minimum end distance.Brace must cover 90% of web length. REACTIONS.All bearings 31-11-14.lb) - Max Horz 34=-268(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 18, 26, 27, 29, 32, 25, 23, 20 except 34=-114(LC 8), 28=-105(LC 10), 30=-101(LC 10), 31=- 104(LC 10), 33=-191(LC 10), 24=-106(LC 11), 22=-101(LC 11), 21=-103( LC 11), 19=-175(LC 11)Max Grav All reactions 250 lb or less at joint(s) 34, 18, 32, 20 except 26=270(LC 22), 27=339(LC 16), 28=322(LC 16), 29=311(LC 19), 30= 318(LC 19), 31=285(LC 19), 33=320(LC 19), 25=339(LC 17), 24=322(LC 17), 23= 311(LC 20), 22=319(LC 20), 21=283( LC 20), 19=299(LC 20)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 ( lb) or less except when shown.TOP CHORD 1-2=-263/230, 6-7=-184/256, 7-8=-187/309, 8-9=- 182/346, 9-10=- 171/335, 10-11=-145/272 WEBS 8-27=-299/105, 7-28=-282/129, 10-25=- 299/ 101, 11-24=-282/130 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) All plates are 2x4 MT20 unless otherwise indicated.5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 18, 26, 27, 29, 32,25, 23, 20 except (jt=lb) 34=114, 28=105, 30=101, 31=104, 33=191, 24=106, 22=101, 21=103, 19=175.9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss V2A Truss Type VALLEY Qty 1 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641749 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:25 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-GDy5D1Fuogutc31bCK7YBIrC0pGq9ryQt475gYyw7kS Scale = 1:60.0 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19203x4 4x5 3x4 3x4 5x6 3x4 31-11-7 31-11-7 31-11-14 0-0-7 15-11-15 15-11-15 31-11-14 15-11-15 0-0-49- 3-150-0-47.00 12 Plate Offsets (X,Y)-- [7:0-0-0,0-0-0], [8:0-0-0,0-0-0], [9:0-0-0,0-0-0], [10:0-0-0,0-0-0], [15: 0-3- 0, 0-3-0]LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-R 0. 34 0. 15 0. 44 DEFL. Vert( LL)Vert( CT)Horz( CT)in n/ a n/a 0.01 loc)11 l/defl n/a n/ a n/a L/ d 999 999 n/a PLATES MT20 Weight: 115 lb FT = 20%GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No. 2 OTHERS 2x4 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 6-15 REACTIONS.All bearings 31-11-0.lb) - Max Horz 1=245(LC 7)Max Uplift All uplift 100 lb or less at joint(s) 1 except 16=-203(LC 10), 17=-196( LC 10), 18=-207(LC 10), 14=-202(LC 11), 13=-197( LC 11), 12=-207(LC 11)Max Grav All reactions 250 lb or less at joint(s) 1, 11 except 15=498(LC 22), 16=648( LC 3), 17=557(LC 19), 18=516(LC 19), 14=648(LC 4), 13=557( LC 20), 12=515(LC 20)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 ( lb) or less except when shown.TOP CHORD 5-6=- 229/307, 6-7=-207/287 WEBS 6-15=-334/2, 5-16=-558/250, 3-17=-422/248, 2-18=- 422/241, 7-14=-558/249, 9-13=- 422/ 248, 10-12=-422/241 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) All plates are 2x4 MT20 unless otherwise indicated.5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)16=203, 17=196, 18=207, 14=202, 13= Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss V2B Truss Type VALLEY Qty 1 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641750 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:26 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-lPVTRNFXZz0kEDcol2enkWON?Dc4uIia6ktfC_yw7kR Scale = 1:55.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 3x4 4x5 3x4 3x4 3x4 3x4 29-8-0 29-8-0 29-8-7 0-0-7 14-10-4 14-10-4 29-8-7 14-10-3 0-0-48- 7-150-0-47.00 12 Plate Offsets (X,Y)-- [7:0-0-0,0-0-0], [8:0-0-0,0-0-0], [9:0-0-0,0-0-0], [10: 0-0- 0, 0-0-0]LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-R 0. 33 0. 15 0. 34 DEFL. Vert( LL)Vert( CT)Horz( CT)in n/ a n/a 0.01 loc)11 l/defl n/a n/ a n/a L/ d 999 999 n/a PLATES MT20 Weight: 104 lb FT = 20%GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No. 2 OTHERS 2x4 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 6-15 REACTIONS.All bearings 29-7-10.lb) - Max Horz 1=-227(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 1, 11 except 17=-201(LC 10), 18=-203( LC 10), 19=-176(LC 10), 14=-201(LC 11), 13=-203( LC 11), 12=-176(LC 11)Max Grav All reactions 250 lb or less at joint(s) 1, 11 except 15=494(LC 22), 17=634( LC 19), 18=575(LC 19), 19=435(LC 19), 14=634(LC 20), 13=575( LC 20), 12=435(LC 20)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 ( lb) or less except when shown.TOP CHORD 5-6=- 221/284, 6-7=-201/264 WEBS 6-15=-335/0, 5-17=-537/249, 3-18=-433/253, 2-19=- 370/214, 7-14=-537/248, 9-13=- 433/ 253, 10-12=-370/214 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) All plates are 2x4 MT20 unless otherwise indicated.5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11 except jt=lb) 17=201, 18=203, 19=176, 14=201, 13= Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss V2C Truss Type VALLEY Qty 1 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641751 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:27 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-Db3rejG9KH8bsMB_Jl90GjxXacwQclajLOcClQyw7kQ Scale = 1:51.1 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16173x4 4x6 3x4 3x4 27-4-10 27-4-10 27-5-0 0-0-6 13-8-8 13-8-8 27-5-0 13-8-8 0-0-47- 11-150-0-47.00 12 Plate Offsets (X,Y)-- [1:0-3-13,Edge], [5:0-0-0,0-0-0], [6:0-0-0,0-0- 0], [7: 0- 1-13,Edge]LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-R 0. 40 0. 27 0. 36 DEFL. Vert( LL)Vert( CT)Horz( CT)in n/ a n/a 0.01 loc)7 l/defl n/a n/ a n/a L/ d 999 999 n/a PLATES MT20 Weight: 92 lb FT = 20%GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No. 2 OTHERS 2x4 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 27-4-3.lb) - Max Horz 1=208(LC 7)Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 12=-179(LC 10), 13=-270( LC 10), 9=-178( LC 11), 8=-270(LC 11)Max Grav All reactions 250 lb or less at joint(s) except 1=273(LC 16), 7=273(LC 17), 10= 516(LC 19), 12=568(LC 19), 13=704(LC 19), 9=568( LC 20), 8=704(LC 20)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 ( lb) or less except when shown. TOP CHORD 3-4=-211/258 WEBS 4-10=-350/0, 3-12=-486/232, 2-13=-534/303, 5-9=- 487/ 232, 6-8=-534/303 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) All plates are 2x4 MT20 unless otherwise indicated.5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 1, 7 except (jt=lb)12=179, 13=270, 9= Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss V2D Truss Type VALLEY Qty 1 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641752 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:28 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-hodDs3Hn5bHSTWlAtTgFpxTjv0ISLDytZ2MlHtyw7kP Scale: 1/4"=1' 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16173x4 4x5 3x4 3x4 0-0-7 0-0-7 25-1-10 25-1-3 12-6-13 12-6-13 25-1-10 12-6-13 0-0-47- 4-00-0-47.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-0-0], [6: 0-0- 0, 0-0-0]LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-R 0. 30 0. 15 0. 29 DEFL. Vert( LL)Vert( CT)Horz( CT)in n/ a n/a 0.01 loc)7 l/defl n/a n/ a n/a L/ d 999 999 n/a PLATES MT20 Weight: 83 lb FT = 20%GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No. 2 OTHERS 2x4 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 25-0-12.lb) - Max Horz 1=-190(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 12=-196(LC 10), 13=-225( LC 10), 9=-195( LC 11), 8=-225(LC 11)Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=509(LC 19), 12=590( LC 19), 13=572(LC 19), 9=589( LC 20), 8=573(LC 20)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 ( lb) or less except when shown.WEBS 4-10=-338/0, 3-12=-495/248, 2-13=-454/259, 5-9=- 495/ 247, 6-8=-454/259 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) All plates are 2x4 MT20 unless otherwise indicated.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 1, 7 except (jt=lb)12=196, 13=225, 9=195, 8=225.8) Non Standard bearing Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss V2E Truss Type VALLEY Qty 1 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641753 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:29 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-9_Bb3PIPsuPJ5gKMRABUM80ueQdc4h60oh5JpJyw7kO Scale = 1:43.2 1 2 3 4 5 6 7 13 12 11 10 983x4 4x5 3x4 3x4 0-0-7 0-0-7 22-10-3 22-9-12 11-5-1 11-5-1 22-10-3 11-5-2 0-0-46- 8-00-0-47.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-0-0], [6: 0-0- 0, 0-0-0]LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-R 0. 30 0. 16 0. 23 DEFL. Vert( LL)Vert( CT)Horz( CT)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: 74 lb FT = 20%GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No. 2 OTHERS 2x4 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-9-5.lb) - Max Horz 1=-172(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 1 except 11=-206(LC 10), 13=-188( LC 10), 9=-206( LC 11), 8=-188(LC 11)Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=508(LC 19), 11=575( LC 19), 13=470(LC 19), 9=575( LC 20), 8=470(LC 20)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 ( lb) or less except when shown.WEBS 4-10=-330/0, 3-11=-492/257, 2-13=-390/224, 5-9=- 492/ 257, 6-8=-390/224 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) All plates are 2x4 MT20 unless otherwise indicated.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)11=206, 13=188, 9=206, 8=188.8) Non Standard bearing Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss V2F Truss Type VALLEY Qty 1 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641754 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:30 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-dAl_HlI1dCX9jqvZ_tijuMZ?2qwDp9n91LrsLlyw7kN Scale = 1:41.2 1 2 3 4 5 9 8 7 6 10 11 12133x5 4x4 3x5 3x4 2x4 2x4 2x4 2x4 2x4 0-0-7 0-0-7 20-6-12 20-6-5 10-3-6 10-3-6 20-6-12 10-3-6 0-0-46- 0-00-0-47.00 12 Plate Offsets (X,Y)-- [1:0-2-3,0-1-8], [3:0-2-0,0-2-4], [4:0-0-0,0-0-0], [5: 0-2- 3, 0-1-8]LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-R 0. 52 0. 33 0. 14 DEFL. Vert( LL)Vert( CT)Horz( CT)in n/ a n/a 0.00 loc)5 l/defl n/a n/ a n/a L/ d 999 999 n/a PLATES MT20 Weight: 62 lb FT = 20%GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No. 2 OTHERS 2x4 SPF 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 20-5-14.lb) - Max Horz 1=-154(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 9=-304( LC 10), 6=-304(LC 11)Max Grav All reactions 250 lb or less at joint(s) except 1=290(LC 1), 5=290(LC 1), 7=384( LC 22), 9=799( LC 19), 6=799(LC 20)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 ( lb) or less except when shown.WEBS 3-7=-251/0, 2-9=- 612/ 336, 4-6=-612/336 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 1, 5 except ( jt=lb)9= Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss V2G Truss Type VALLEY Qty 1 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641755 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:31 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-5NJMU5JfOWf0K_UlYbEyRZ5DAEIRYcAJF?aPuByw7kM Scale = 1:34.3 1 2 3 4 5 9 8 7 6 10 11 12133x4 4x4 3x4 3x4 2x42x4 2x4 2x4 2x4 18-2-14 18-2-14 18-3-5 0-0-7 9-1-11 9-1-11 18-3-5 9-1-10 0-0-45- 3-150-0-47.00 12 Plate Offsets (X,Y)-- [3: 0-2- 12, 0-2-0]LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-R 0. 36 0. 20 0. 13 DEFL. Vert( LL)Vert( CT)Horz( CT)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: 54 lb FT = 20%GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No. 2 OTHERS 2x4 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-2-7.lb) - Max Horz 1=136(LC 7)Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 9=-254( LC 10), 6=-254(LC 11)Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=425(LC 19), 9=650( LC 19), 6=650(LC 20)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 ( lb) or less except when shown.WEBS 3-7=-301/15, 2-9=- 516/ 287, 4-6=-516/287 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 1, 5 except ( jt=lb)9= Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss V2H Truss Type VALLEY Qty 1 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641756 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:32 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-ZZtkhQKH9pnty83x6IlBznePNdgBH4lSUfKzQeyw7kL Scale = 1:30.4 1 2 3 4 5 8 7 6 9 10 3x4 4x5 3x4 2x42x4 2x4 2x4 2x4 15-11-7 15-11-7 15-11-14 0-0-7 7-11-15 7-11-15 15-11-14 7-11-15 0-0-44- 7-150-0-47.00 12 Plate Offsets (X,Y)-- [4: 0-0- 0, 0-0-0]LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-R 0. 27 0. 10 0. 11 DEFL. Vert( LL)Vert( CT)Horz( CT)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: 47 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 15-11-0.lb) - Max Horz 1=-118(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-213( LC 10), 6=-212(LC 11)Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=405(LC 1), 8=534( LC 16), 6=534(LC 17)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 ( lb) or less except when shown.WEBS 3-7=-334/48, 2-8=- 436/ 247, 4-6=-436/247 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 1, 5 except ( jt=lb)8= Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss V2I Truss Type GABLE Qty 1 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641757 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:33 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-1lQ6vmLww7vkaHe8g0GQW_Bat1?E0XgcjJ3Wy4yw7kK Scale = 1:25.9 1 2 3 4 5 7 6 8 9 3x4 3x4 3x4 2x4 2x4 2x4 2x4 13-8-7 13-8-7 6-10-4 6-10-4 13-8-7 6-10-3 0-0-43- 11-150-0-47.00 12 Plate Offsets (X, Y)-- [3: 0- 2-0,Edge]LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-R 0. 29 0. 18 0. 07 DEFL. Vert( LL)Vert( CT)Horz( CT)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: 37 lb FT = 20%GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No. 2 OTHERS 2x4 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-8-7.lb) - Max Horz 1=-100(LC 6)Max Uplift All uplift 100 lb or less at joint(s) except 7=-202( LC 10), 6=-199(LC 11)Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=557( LC 19), 6=556(LC 17)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 ( lb) or less except when shown.WEBS 2-7=- 441/ 235, 4-6=-440/232 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 202 lb uplift at joint 7 and 199 lb uplift Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss V2J Truss Type GABLE Qty 1 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641758 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:34 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-Wx_U66MYhR1bBRDKDjnf3CjnmRMal?Ilyzp4UWyw7kJ Scale = 1:22.0 1 2 3 4 5 763x4 3x4 3x42x4 2x4 2x4 2x4 11-5-0 11-5-0 5-8-8 5-8-8 11-5-0 5-8-8 0-0-43- 3-150-0-47.00 12 Plate Offsets (X, Y)-- [3: 0- 2-0,Edge]LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-R 0. 15 0. 11 0. 04 DEFL. Vert( LL)Vert( CT)Horz( CT)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: 30 lb FT = 20%GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No. 2 OTHERS 2x4 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-5-0.lb) - Max Horz 1=-82(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 7=-145( LC 10), 6=-143(LC 11)Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=429( LC 19), 6=426(LC 20)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 ( lb) or less except when shown.WEBS 2-7=- 332/ 179, 4-6=-329/177 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 1, 5 except ( jt=lb)7= Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss V2K Truss Type VALLEY Qty 1 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641759 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:36 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-SK6FXoNoD2HJRlNjL8p78dp5wF06Dvb2PHIAZPyw7kH Scale = 1:18.5 1 2 3 4 5 6 3x4 4x6 3x42x4 0-0-7 0-0-7 9-1-10 9-1-3 4-6-13 4-6-13 9-1-10 4-6-13 0-0-42- 8-00- 0- 47.00 12 LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-R 0. 30 0. 17 0. 06 DEFL. Vert( LL)Vert( CT)Horz( CT)in n/ a n/a 0.00 loc)3 l/defl n/a n/ a n/a L/ d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20%GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No. 2 OTHERS 2x4 SPF 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. (size)1=9-0-12, 3=9- 0-12, 4=9-0-12 Max Horz 1=-64(LC 8)Max Uplift 1=-55(LC 10), 3=-64( LC 11), 4=-90(LC 10)Max Grav 1=218(LC 16), 3=218( LC 17), 4=521(LC 1)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 ( lb) or less except when shown. WEBS 2-4=-377/117 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4.7) Non Standard bearing Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss V2L Truss Type VALLEY Qty 1 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641760 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:37 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-wWgdl8OQ_MPA2vxvvsKMgqLH7eNsyMEBex1k5ryw7kG Scale = 1:14.6 1 2 3 4 5 6 2x4 4x4 2x42x4 0-0-7 0-0-7 6-10-3 6-9-12 3-5-1 3-5-1 6-10-3 3-5-2 0-0-42- 0-00- 0- 47.00 12 LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-P 0. 21 0. 07 0. 03 DEFL. Vert( LL)Vert( CT)Horz( CT)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: 17 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. (size)1=6-9-5, 3=6- 9-5, 4=6-9-5 Max Horz 1=-46(LC 6)Max Uplift 1=-56(LC 10), 3=-62( LC 11), 4=-32(LC 10)Max Grav 1=180(LC 1), 3=181( LC 20), 4=314(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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4.7) Non Standard bearing Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 818 Soundside Road Edenton, NC 27932 Job 20-0014 Truss V2M Truss Type VALLEY Qty 1 Ply 1 Hilltop/ 160 Aviation Rd Job Reference (optional) E14641761 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jul 20 15:30:38 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306, ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-OjE?yUP2lfX1g3W5SZsbD2uU02jEhp_LsbnHdHyw7kF Scale = 1:9.3 1 2 3 2x4 3x4 2x4 0-0-7 0-0-7 4-6-12 4-6-5 2-3-6 2-3-6 4-6-12 2-3-6 0-0-41- 4-00-0-47.00 12 Plate Offsets (X, Y)-- [2: 0- 2-0,Edge]LOADING ( psf) TCLL Ground Snow=50. 0)TCDL BCLL BCDL 38.5 10. 0 0.0 * 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2- 0- 0 1. 15 1. 15 YES IBC2015/TPI2014 CSI.TC BC WB Matrix-P 0. 07 0. 13 0. 00 DEFL. Vert( LL)Vert( CT)Horz( CT)in n/ a n/a 0.00 loc)3 l/defl n/a n/ a n/a L/ d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20%GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS. (size)1=4- 5-14, 3=4-5-14 Max Horz 1=-28(LC 6)Max Uplift 1=-43( LC 10), 3=-43(LC 11)Max Grav 1=204( LC 1), 3=204(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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( PRODUCT CODE APPROVALSLATERAL BRACINGLOCATIONIndicates location wherebearings( supports) occur. Icons vary butreaction section indicates jointnumber