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HomeMy WebLinkAboutI53185545.Lot 19 Laura Vista16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =4x6 =5x5 =3x4 =3x4 1 29 28 27 26 25 24 23 22 21 20 19 18 17 16 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1-10-8 -1-10-8 19-3-8 19-3-8 19-3-812-8-30-8-611-11-7Scale = 1:68.3 Plate Offsets (X, Y):[3:0-2-8,0-3-0], [16:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.17 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 16 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MR BCDL 10.0 Weight: 195 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 15-16, 14-17, 13-18, 12-19, 11-20 REACTIONS (lb/size)16=40/19-3-8, 17=106/19-3-8, 18=109/19-3-8, 19=107/19-3-8, 20=107/19-3-8, 21=107/19-3-8, 22=107/19-3-8, 23=107/19-3-8, 24=106/19-3-8, 25=112/19-3-8, 26=77/19-3-8, 27=190/19-3-8, 28=118/19-3-8, 29=250/19-3-8 Max Horiz 29=356 (LC 10) Max Uplift 16=-87 (LC 10), 17=-62 (LC 11), 18=-28 (LC 8), 19=-34 (LC 11), 20=-20 (LC 11), 21=-23 (LC 11), 22=-22 (LC 11), 23=-22 (LC 11), 24=-23 (LC 11), 25=-20 (LC 11), 26=-26 (LC 11), 27=-18 (LC 11),28=-110 (LC 11), 29=-74 (LC 7) Max Grav 16=89 (LC 7), 17=154 (LC 18), 18=161 (LC 18), 19=157 (LC 18), 20=132 (LC 18), 21=108 (LC 21), 22=108 (LC 21), 23=108 (LC 21), 24=107 (LC 21), 25=112 (LC 21), 26=83 (LC 21), 27=190 (LC 18),28=173 (LC 21), 29=361 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-29=-311/67, 1-2=0/102, 2-4=-323/201, 4-5=-247/153, 5-6=-231/147, 6-7=-216/137, 7-8=-203/127, 8-9=-196/123, 9-10=-188/121, 10-11=-180/119, 11-12=-172/117, 12-13=-167/117, 13-14=-157/114, 14-15=-86/62, 15-16=-63/55 BOT CHORD 28-29=-121/90, 27-28=-122/93, 26-27=-122/93, 25-26=-122/93, 24-25=-122/93, 23-24=-122/93, 22-23=-122/93, 21-22=-122/93, 20-21=-122/93, 19-20=-122/93, 18-19=-122/93, 17-18=-122/93, 16-17=-122/93 WEBS 3-28=-122/104, 14-17=-126/118, 13-18=-134/37, 12-19=-131/42, 11-20=-105/38, 10-21=-81/38, 9-22=-81/38, 8-23=-81/38, 7-24=-81/38, 6-25=-83/39, 5-26=-63/33, 4-27=-141/54 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9)Gable studs spaced at 1-4-0 oc. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 29, 87 lb uplift at joint 16, 110 lb uplift at joint 28, 62 lb uplift at joint 17, 28 lb uplift at joint 18, 34 lb uplift at joint 19, 20 lb uplift at joint 20, 23 lb uplift at joint 21, 22 lb uplift at joint 22, 22 lb uplift at joint 23, 23 lb uplift at joint 24, 20 lb uplift at joint 25, 26 lb uplift at joint 26 and 18 lb uplift at joint 27. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185545GE1Monopitch Supported Gable 1 1Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:34 Page: 1 ID:SoVFPKXx_Nzmyi7X2FxSe2z4TMu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =4x8 =4x5 =4x8 1 1732 31 30 29 28 27 26 25 24 23 22 21 20 19 18 2 16 3 15 4 14 5 13 6 12 7 11 8 10 9 1-10-8 20-1-8 1-10-8 -1-10-8 9-1-8 18-3-0 9-1-8 9-1-8 18-3-07-8-30-10-66-11-6Scale = 1:49.2 Plate Offsets (X, Y):[18:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 18 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MR BCDL 10.0 Weight: 136 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)18=243/18-3-0, 19=-32/18-3-0, 20=127/18-3-0, 21=103/18-3-0, 22=107/18-3-0, 23=104/18-3-0, 24=115/18-3-0, 25=144/18-3-0,26=115/18-3-0, 27=104/18-3-0,28=107/18-3-0, 29=103/18-3-0,30=127/18-3-0, 31=-32/18-3-0,32=243/18-3-0 Max Horiz 32=160 (LC 8) Max Uplift 18=-35 (LC 6), 19=-162 (LC 15), 20=-24 (LC 10), 21=-27 (LC 10), 22=-25 (LC 10), 23=-32 (LC 10), 24=-13 (LC 10), 26=-14 (LC 9), 27=-31 (LC 9), 28=-25 (LC 9), 29=-28 (LC 9), 30=-22 (LC 9),31=-162 (LC 15), 32=-69 (LC 5) Max Grav 18=354 (LC 15), 19=64 (LC 6), 20=128 (LC 26), 21=107 (LC 18), 22=109 (LC 22), 23=108 (LC 18), 24=115 (LC 1), 25=164 (LC 20), 26=118 (LC 17), 27=107 (LC 17), 28=109 (LC 17), 29=108 (LC 17),30=128 (LC 25), 31=85 (LC 5),32=354 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-32=-327/51, 1-2=0/112, 2-3=-102/93, 3-4=-70/115, 4-5=-60/99, 5-6=-50/98, 6-7=-41/102, 7-8=-32/122, 8-9=-23/133, 9-10=-14/127, 10-11=-1/106, 11-12=-9/97, 12-13=-18/98, 13-14=-27/95, 14-15=-43/109, 15-16=-68/60, 16-17=0/112, 16-18=-327/26 BOT CHORD 31-32=-81/90, 30-31=-81/90, 29-30=-81/90, 28-29=-81/90, 27-28=-81/90, 26-27=-81/90, 25-26=-81/90, 24-25=-81/90, 23-24=-81/90, 22-23=-81/90, 21-22=-81/90, 20-21=-81/90, 19-20=-81/90, 18-19=-81/90 WEBS 9-25=-138/0, 8-26=-91/30, 7-27=-81/47, 6-28=-83/42, 5-29=-80/42, 4-30=-97/44, 3-31=-44/163, 10-24=-89/29, 11-23=-82/48, 12-22=-83/42, 13-21=-80/42, 14-20=-97/45, 15-19=-33/163 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9)Gable studs spaced at 1-4-0 oc. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 32, 35 lb uplift at joint 18, 14 lb uplift at joint 26, 31 lb uplift at joint 27, 25 lb uplift at joint 28, 28 lb uplift at joint 29, 22 lb uplift at joint 30, 162 lb uplift at joint 31, 13 lb uplift at joint 24, 32 lb uplift at joint 23, 25 lb uplift at joint 22, 27 lb uplift at joint 21, 24 lb uplift at joint 20 and 162 lb uplift at joint 19. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185546GE2Common Supported Gable 1 1Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:36 Page: 1 ID:w?2dcgYZlh5darikcyShAGz4TMt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =4x6 =4x5 =3x6 =3x6 =4x6 2957 56 55 54 53 52 51 50 49 48 47 46 45 44 43 4241 40 39 38 37 36 35 34 33 32 31 30 1 2827226 3 25 4 24 5 23 6 22 7 21 8 20 9 19 10 18581117 12 16 13 15 14 1-10-8 35-9-8 16-11-8 16-11-8 16-11-8 33-11-0 33-11-011-3-140-8-610-7-2Scale = 1:65.8 Plate Offsets (X, Y):[27:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.01 30 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MR BCDL 10.0 Weight: 306 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 14-44, 13-45, 12-46, 15-43, 16-42 REACTIONS (lb/size)30=312/33-11-0, 31=-94/33-11-0, 32=130/33-11-0, 33=102/33-11-0, 34=108/33-11-0, 35=106/33-11-0, 36=107/33-11-0, 37=107/33-11-0, 38=107/33-11-0, 39=107/33-11-0, 40=107/33-11-0, 42=107/33-11-0, 43=110/33-11-0, 44=105/33-11-0, 45=110/33-11-0, 46=107/33-11-0, 47=107/33-11-0, 48=107/33-11-0, 49=107/33-11-0, 50=107/33-11-0, 51=107/33-11-0, 52=107/33-11-0, 53=107/33-11-0, 54=106/33-11-0, 55=109/33-11-0, 56=98/33-11-0, 57=16/33-11-0 Max Horiz 57=-218 (LC 7) Max Uplift 30=-37 (LC 8), 31=-259 (LC 17), 32=-18 (LC 12), 33=-23 (LC 12), 34=-22 (LC 12), 35=-22 (LC 12), 36=-22 (LC 12), 37=-22 (LC 12), 38=-22 (LC 12), 39=-22 (LC 12), 40=-22 (LC 12), 42=-31 (LC 12), 45=-1 (LC 11), 46=-29 (LC 11), 47=-22 (LC 11), 48=-22 (LC 11), 49=-22 (LC 11), 50=-22 (LC 11), 51=-22 (LC 11), 52=-22 (LC 11), 53=-21 (LC 11), 54=-25 (LC 11), 55=-9 (LC 11), 56=-129 (LC 11), 57=-150 (LC 9) Max Grav 30=481 (LC 17), 31=59 (LC 8), 32=130 (LC 19), 33=105 (LC 26), 34=108 (LC 22), 35=108 (LC 22), 36=108 (LC 22), 37=108 (LC 22), 38=108 (LC 22), 39=108 (LC 22), 40=128 (LC 19), 42=151 (LC 19), 43=154 (LC 19), 44=166 (LC 12), 45=157 (LC 18), 46=156 (LC 18), 47=144 (LC 18), 48=111 (LC 18), 49=108 (LC 21), 50=108 (LC 25), 51=108 (LC 21), 52=108 (LC 21), 53=107 (LC 21), 54=110 (LC 21), 55=109 (LC 18), 56=173 (LC 21), 57=182 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-57=-124/105, 1-2=-188/171, 2-3=-149/142, 3-4=-136/133, 4-5=-121/123, 5-6=-113/114, 6-7=-106/112, 7-8=-98/114, 8-9=-90/130, 9-10=-83/145, 10-11=-75/160, 11-12=-67/176, 12-13=-60/195, 13-14=-49/198, 14-15=-43/192, 15-16=-35/177, 16-17=-27/147, 17-18=-20/123, 18-19=-22/108, 19-20=-28/92, 20-21=-34/77, 21-22=-40/61, 22-23=-48/51, 23-24=-57/58, 24-25=-79/68, 25-26=-107/80, 26-28=-128/66, 28-29=0/102, 28-30=-420/27 Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185547GE3Common Supported Gable 1 1Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:37 Page: 1 ID:sNAN1MZpGILLp9r6jNU9Fhz4TMr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. BOT CHORD 56-57=-88/140, 55-56=-88/140,54-55=-88/140, 53-54=-88/140, 52-53=-88/140, 51-52=-88/140, 50-51=-88/140, 49-50=-88/140, 48-49=-88/140, 47-48=-88/140, 46-47=-88/140, 45-46=-88/140, 44-45=-88/140, 43-44=-88/140, 42-43=-88/140, 40-42=-88/140, 39-40=-88/140, 38-39=-88/140, 37-38=-88/140, 36-37=-88/140, 35-36=-88/140, 34-35=-88/140, 33-34=-88/140, 32-33=-88/140, 31-32=-88/140, 30-31=-88/140 WEBS 14-44=-150/8, 13-45=-130/17,12-46=-129/45, 11-47=-117/38, 10-48=-84/38, 9-49=-81/38, 8-50=-81/38, 7-51=-81/38, 6-52=-81/38, 5-53=-81/38, 4-54=-81/39, 3-55=-82/35, 2-56=-105/81, 15-43=-128/12, 16-42=-124/47, 17-40=-101/38, 18-39=-81/38, 19-38=-81/38, 20-37=-81/38, 21-36=-81/38, 22-35=-81/38, 23-34=-82/38, 24-33=-79/38, 25-32=-97/39, 26-31=-30/220 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 10)Gable studs spaced at 1-4-0 oc. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 57, 37 lb uplift at joint 30, 1 lb uplift at joint 45, 29 lb uplift at joint 46, 22 lb uplift at joint 47, 22 lb uplift at joint 48, 22 lb uplift at joint 49, 22 lb uplift at joint 50, 22 lb uplift at joint 51, 22 lb uplift at joint 52, 21 lb uplift at joint 53, 25 lb uplift at joint 54, 9 lb uplift at joint 55, 129 lb uplift at joint 56, 31 lb uplift at joint 42, 22 lb uplift at joint 40, 22 lb uplift at joint 39, 22 lb uplift at joint 38, 22 lb uplift at joint 37, 22 lb uplift at joint 36, 22 lb uplift at joint 35, 22 lb uplift at joint 34, 23 lb uplift at joint 33, 18 lb uplift at joint 32 and 259 lb uplift at joint 31. 12)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185547GE3Common Supported Gable 1 1Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:37 Page: 2 ID:sNAN1MZpGILLp9r6jNU9Fhz4TMr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =4x5 =4x6 =3x6 =4x5 =3x4 =3x4 1 54 53 52 51 50 49 48 47 46 45 44 43 42 4140 39 38 37 36 35 34 33 32 31 30 29 2 3 45 6 7 288 9 27 10 26 11 25 12 24 13 23 14 22 15 21581620 1917 18 1-10-8 -1-10-8 13-8-0 34-7-8 20-11-8 20-11-8 34-7-813-7-140-6-104-9-1112-9-5Scale = 1:75.9 Plate Offsets (X, Y):[2:Edge,0-1-5], [4:0-3-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.13 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horiz(TL)0.00 29 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 385 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 18-39, 17-41, 16-42, 15-43, 14-44, 13-45, 19-38, 20-37, 21-36,22-35, 23-34 REACTIONS (lb/size)2=247/34-7-8, 29=54/34-7-8, 30=124/34-7-8, 31=104/34-7-8, 32=107/34-7-8, 33=107/34-7-8, 34=107/34-7-8, 35=107/34-7-8, 36=107/34-7-8, 37=107/34-7-8, 38=109/34-7-8, 39=100/34-7-8, 41=109/34-7-8, 42=107/34-7-8, 43=107/34-7-8, 44=107/34-7-8, 45=107/34-7-8, 46=107/34-7-8, 47=107/34-7-8, 48=107/34-7-8, 49=107/34-7-8, 50=107/34-7-8, 51=107/34-7-8, 52=105/34-7-8, 53=114/34-7-8, 54=99/34-7-8, 55=247/34-7-8 Max Horiz 2=300 (LC 10), 55=300 (LC 10) Max Uplift 2=-103 (LC 7), 29=-15 (LC 11), 30=-31 (LC 12), 31=-23 (LC 12), 32=-21 (LC 12), 33=-22 (LC 12), 34=-22 (LC 12), 35=-22 (LC 12), 36=-23 (LC 12), 37=-32 (LC 12), 39=-70 (LC 10), 41=-6 (LC 8), 42=-30 (LC 11), 43=-23 (LC 11), 44=-22 (LC 11), 45=-22 (LC 11), 46=-22 (LC 11), 47=-22 (LC 11), 48=-22 (LC 11), 49=-22 (LC 11), 50=-22 (LC 11), 51=-22 (LC 11), 52=-24 (LC 11), 53=-12 (LC 11), 54=-50 (LC 17), 55=-103 (LC 7) Max Grav 2=320 (LC 17), 29=67 (LC 26), 30=137 (LC 22), 31=104 (LC 19), 32=110 (LC 22), 33=107 (LC 22), 34=108 (LC 22), 35=133 (LC 19), 36=160 (LC 19), 37=162 (LC 19), 38=163 (LC 19), 39=191 (LC 12), 41=146 (LC 18), 42=141 (LC 18), 43=115 (LC 18), 44=108 (LC 25), 45=108 (LC 21), 46=108 (LC 21), 47=108 (LC 21), 48=108 (LC 21), 49=108 (LC 21), 50=108 (LC 25), 51=108 (LC 21), 52=110 (LC 21), 53=114 (LC 1), 54=137 (LC 21), 55=320 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/94, 2-3=-293/253, 3-4=-260/229, 4-6=-256/226, 6-7=-248/223, 7-8=-240/221, 8-9=-232/219, 9-10=-225/217, 10-11=-217/215, 11-12=-209/213, 12-13=-202/211, 13-14=-194/209, 14-15=-186/207, 15-16=-179/212, 16-17=-174/232, 17-18=-156/231, 18-19=-147/225, 19-20=-149/214, 20-21=-136/183, 21-22=-125/155, 22-23=-116/131, 23-24=-106/115, 24-25=-96/100, 25-26=-86/84, 26-27=-76/69, 27-28=-71/56, 28-29=-70/36 BOT CHORD 2-54=-272/193, 53-54=-50/39, 52-53=-50/39, 51-52=-50/39, 50-51=-50/39, 49-50=-50/39, 48-49=-50/39, 47-48=-50/39, 46-47=-50/39, 45-46=-50/39, 44-45=-50/39, 43-44=-50/39, 42-43=-50/39, 41-42=-50/39, 39-41=-50/39, 38-39=-50/39, 37-38=-50/39, 36-37=-50/39, 35-36=-50/39, 34-35=-50/39, 33-34=-50/39, 32-33=-50/39, 31-32=-50/39, 30-31=-50/39,29-30=-50/39 Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185548GE4Common Supported Gable 1 1Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:38 Page: 1 ID:pmI8S2b3owc23T?VroWdL6z4TMp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. WEBS 18-39=-175/97, 17-41=-120/22,16-42=-114/46, 15-43=-89/39, 14-44=-81/38, 13-45=-81/38, 12-46=-81/38, 11-47=-81/38, 10-48=-81/38, 9-49=-81/38, 8-50=-81/38, 7-51=-81/38, 6-52=-83/40, 4-53=-81/31, 3-54=-104/60, 19-38=-136/4, 20-37=-136/48, 21-36=-133/39, 22-35=-107/38, 23-34=-81/38, 24-33=-81/38, 25-32=-81/38, 26-31=-81/36, 27-30=-93/57 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 1-4-0 oc. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 29, 103 lb uplift at joint 2, 70 lb uplift at joint 39, 6 lb uplift at joint 41, 30 lb uplift at joint 42, 23 lb uplift at joint 43, 22 lb uplift at joint 44, 22 lb uplift at joint 45, 22 lb uplift at joint 46, 22 lb uplift at joint 47, 22 lb uplift at joint 48, 22 lb uplift at joint 49, 22 lb uplift at joint 50, 22 lb uplift at joint 51, 24 lb uplift at joint 52, 12 lb uplift at joint 53, 50 lb uplift at joint 54, 32 lb uplift at joint 37, 23 lb uplift at joint 36, 22 lb uplift at joint 35, 22 lb uplift at joint 34, 22 lb uplift at joint 33, 21 lb uplift at joint 32, 23 lb uplift at joint 31, 31 lb uplift at joint 30 and 103 lb uplift at joint 2. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185548GE4Common Supported Gable 1 1Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:38 Page: 2 ID:pmI8S2b3owc23T?VroWdL6z4TMp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =4x5 =4x6 =3x6 =4x5 =3x4 =3x453525150494847464544434241403938373635343332313029 28 1 2 34 5 6 277 8 26 9 25 10 24 11 23 12 22 13 21581420571519 16 18 17 13-8-0 34-7-8 20-11-8 20-11-8 34-7-80-6-104-9-1112-9-5Scale = 1:75.5 Plate Offsets (X, Y):[3:0-3-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.05 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horiz(TL)0.00 28 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 381 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 17-38, 16-40, 15-41, 14-42, 13-43, 12-44, 18-37, 19-36, 20-35, 21-34, 22-33 REACTIONS (lb/size)1=78/34-7-8, 28=55/34-7-8, 29=123/34-7-8, 30=104/34-7-8, 31=107/34-7-8, 32=107/34-7-8, 33=107/34-7-8, 34=107/34-7-8, 35=107/34-7-8, 36=107/34-7-8, 37=109/34-7-8, 38=100/34-7-8, 40=109/34-7-8, 41=107/34-7-8, 42=107/34-7-8, 43=107/34-7-8, 44=107/34-7-8, 45=107/34-7-8, 46=107/34-7-8, 47=107/34-7-8, 48=107/34-7-8, 49=107/34-7-8, 50=105/34-7-8, 51=113/34-7-8, 52=78/34-7-8, 53=184/34-7-8, 54=78/34-7-8 Max Horiz 1=286 (LC 10), 54=286 (LC 10) Max Uplift 1=-113 (LC 7), 28=-15 (LC 11), 29=-31 (LC 12), 30=-23 (LC 12), 31=-21 (LC 12), 32=-22 (LC 12), 33=-22 (LC 12), 34=-22 (LC 12), 35=-23 (LC 12), 36=-32 (LC 12), 38=-70 (LC 10), 40=-6 (LC 8), 41=-30 (LC 11), 42=-23 (LC 11), 43=-22 (LC 11), 44=-22 (LC 11), 45=-22 (LC 11), 46=-22 (LC 11), 47=-22 (LC 11), 48=-22 (LC 11), 49=-22 (LC 11), 50=-21 (LC 11), 51=-27 (LC 11), 52=-1 (LC 11), 53=-76 (LC 11), 54=-113 (LC 7) Max Grav 1=195 (LC 10), 28=68 (LC 21), 29=136 (LC 21), 30=104 (LC 1), 31=110 (LC 21), 32=107 (LC 21), 33=108 (LC 21), 34=120 (LC 18), 35=153 (LC 18), 36=160 (LC 18), 37=160 (LC 18), 38=191 (LC 12), 40=146 (LC 17), 41=141 (LC 17), 42=115 (LC 17), 43=108 (LC 20), 44=108 (LC 20), 45=108 (LC 20), 46=108 (LC 20), 47=108 (LC 20), 48=108 (LC 20), 49=108 (LC 20), 50=106 (LC 20), 51=118 (LC 20), 52=78 (LC 1), 53=217 (LC 20), 54=195 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-294/260, 2-3=-260/226, 3-5=-256/226, 5-6=-248/223, 6-7=-240/221, 7-8=-232/219, 8-9=-225/217, 9-10=-217/215, 10-11=-209/213, 11-12=-202/211, 12-13=-194/209, 13-14=-186/207, 14-15=-179/212, 15-16=-174/232, 16-17=-156/231, 17-18=-147/225, 18-19=-149/214, 19-20=-136/183, 20-21=-125/155, 21-22=-116/131, 22-23=-106/115, 23-24=-96/100, 24-25=-86/84, 25-26=-76/68, 26-27=-71/56, 27-28=-70/36 BOT CHORD 1-53=-242/222, 52-53=-50/39, 51-52=-50/39, 50-51=-50/39, 49-50=-50/39, 48-49=-50/39, 47-48=-50/39, 46-47=-50/39, 45-46=-50/39, 44-45=-50/39, 43-44=-50/39, 42-43=-50/39, 41-42=-50/39, 40-41=-50/39, 38-40=-50/39, 37-38=-50/39, 36-37=-50/39, 35-36=-50/39, 34-35=-50/39, 33-34=-50/39, 32-33=-50/39, 31-32=-50/39, 30-31=-50/39, 29-30=-50/39,28-29=-50/39 Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185549GE5Common Supported Gable 1 1Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:38 Page: 1 ID:l8QutkcKKXsmIm9uyDZ5QXz4TMn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. WEBS 17-38=-175/97, 16-40=-120/22,15-41=-114/46, 14-42=-89/39, 13-43=-81/38, 12-44=-81/38, 11-45=-81/38, 10-46=-81/38, 9-47=-81/38, 8-48=-81/38, 7-49=-81/38, 6-50=-81/38, 5-51=-85/40, 3-52=-65/26, 2-53=-142/73, 18-37=-133/4, 19-36=-133/48, 20-35=-126/39, 21-34=-93/38, 22-33=-81/38, 23-32=-81/38, 24-31=-81/38, 25-30=-81/36, 26-29=-93/57 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 1-4-0 oc. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 28, 113 lb uplift at joint 1, 70 lb uplift at joint 38, 6 lb uplift at joint 40, 30 lb uplift at joint 41, 23 lb uplift at joint 42, 22 lb uplift at joint 43, 22 lb uplift at joint 44, 22 lb uplift at joint 45, 22 lb uplift at joint 46, 22 lb uplift at joint 47, 22 lb uplift at joint 48, 22 lb uplift at joint 49, 21 lb uplift at joint 50, 27 lb uplift at joint 51, 1 lb uplift at joint 52, 76lb uplift at joint 53, 32 lb uplift at joint 36, 23 lb uplift atjoint 35, 22 lb uplift at joint 34, 22 lb uplift at joint 33, 22lb uplift at joint 32, 21 lb uplift at joint 31, 23 lb uplift atjoint 30, 31 lb uplift at joint 29 and 113 lb uplift at joint 1. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185549GE5Common Supported Gable 1 1Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:38 Page: 2 ID:l8QutkcKKXsmIm9uyDZ5QXz4TMn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =4x6 =4x5 =4x6 131 24 23 22 21 20 19 18 17 16 15 14 2 12 113 104 95 86 7 1-10-8 -1-10-8 1-10-8 15-9-8 6-11-8 13-11-0 6-11-8 6-11-8 13-11-06-2-140-8-105-4-5Scale = 1:37.7 Plate Offsets (X, Y):[14:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 14 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MR BCDL 10.0 Weight: 91 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)14=214/13-11-0, 15=26/13-11-0, 16=128/13-11-0, 17=100/13-11-0, 18=117/13-11-0, 19=164/13-11-0, 20=117/13-11-0, 21=100/13-11-0,22=128/13-11-0, 23=26/13-11-0,24=214/13-11-0 Max Horiz 24=-128 (LC 7) Max Uplift 14=-14 (LC 10), 15=-97 (LC 15), 16=-27 (LC 10), 17=-30 (LC 10), 18=-19 (LC 10), 20=-20 (LC 9), 21=-30 (LC 9), 22=-25 (LC 9), 23=-97 (LC 15), 24=-24 (LC 5) Max Grav 14=280 (LC 15), 15=58 (LC 8), 16=130 (LC 26), 17=105 (LC 18), 18=117 (LC 1), 19=181 (LC 15), 20=119 (LC 17), 21=105 (LC 17), 22=130 (LC 25), 23=70 (LC 7), 24=280 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-24=-246/23, 1-2=0/112, 2-3=-71/91, 3-4=-44/153, 4-5=-33/136, 5-6=-24/142, 6-7=-15/132, 7-8=-6/132, 8-9=0/142, 9-10=-6/136, 10-11=-21/153, 11-12=-45/83, 12-13=0/112, 12-14=-246/28 BOT CHORD 23-24=-109/81, 22-23=-109/81, 21-22=-109/81, 20-21=-109/81, 19-20=-109/81, 18-19=-109/81, 17-18=-109/81, 16-17=-109/81, 15-16=-109/81, 14-15=-109/81 WEBS 7-19=-154/0, 6-20=-92/36, 5-21=-78/45, 4-22=-98/44, 3-23=-35/100, 8-18=-90/35, 9-17=-78/45, 10-16=-98/44, 11-15=-29/100 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9)Gable studs spaced at 1-4-0 oc. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 24, 14 lb uplift at joint 14, 20 lb uplift at joint 20, 30 lb uplift at joint 21, 25 lb uplift at joint 22, 97 lb uplift at joint 23, 19 lb uplift at joint 18, 30 lb uplift at joint 17, 27 lb uplift at joint 16 and 97 lb uplift at joint 15. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185550GE6Common Supported Gable 1 1Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:39 Page: 1 ID:DLzG43dy5r_dwwk4Ww4Kykz4TMm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =4x8 =6x6 =4x5 =6x6 =4x8 1 17 30 29 28 27 26 25 24 23 22 21 20 19 18 2 16 3 15 4 14 5 13 6 12 7 11 8 10 9 1-10-8 20-5-8 1-10-8 -1-10-8 9-3-8 9-3-8 9-3-8 18-7-0 18-7-07-9-90-10-67-0-12Scale = 1:49.7 Plate Offsets (X, Y):[2:0-1-8,0-0-3], [16:0-1-8,0-1-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 16 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 145 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.1 -- 1-6-0, Right 2x6 SP No.1 -- 1-6-0 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 (lb/size)2=248/18-7-0, 16=248/18-7-0, 18=18/18-7-0, 19=114/18-7-0, 20=105/18-7-0, 21=107/18-7-0, 22=107/18-7-0, 23=110/18-7-0, 24=93/18-7-0, 25=110/18-7-0, 26=107/18-7-0, 27=107/18-7-0, 28=105/18-7-0, 29=114/18-7-0, 30=18/18-7-0, 31=248/18-7-0, 35=248/18-7-0 Max Horiz 2=-144 (LC 7), 31=-144 (LC 7) Max Uplift 2=-40 (LC 5), 18=-96 (LC 15), 19=-27 (LC 10), 20=-26 (LC 10), 21=-26 (LC 10), 22=-32 (LC 10), 23=-14 (LC 10), 25=-18 (LC 9), 26=-30 (LC 9), 27=-26 (LC 9), 28=-26 (LC 9), 29=-27 (LC 9), 30=-96 (LC 15), 31=-40 (LC 5) Max Grav 2=345 (LC 15), 16=345 (LC 15), 18=56 (LC 8), 19=116 (LC 18), 20=108 (LC 18), 21=109 (LC 18), 22=110 (LC 18), 23=110 (LC 26), 24=129 (LC 20), 25=114 (LC 17), 26=109 (LC 17), 27=109 (LC 17), 28=108 (LC 17), 29=115 (LC 17), 30=74 (LC 7), 31=345 (LC 15), 35=345 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104, 2-3=-57/182, 3-4=-92/91, 4-5=-80/78, 5-6=-71/71, 6-7=-64/89, 7-8=-57/109, 8-9=-50/120, 9-10=-43/114, 10-11=-34/88, 11-12=-29/55, 12-13=-32/36, 13-14=-39/29, 14-15=-52/40, 15-16=-46/182, 16-17=0/104 BOT CHORD 2-30=-49/111, 29-30=-49/111, 28-29=-49/111, 27-28=-49/111, 26-27=-49/111, 25-26=-49/111, 24-25=-49/111, 23-24=-49/111, 22-23=-49/111, 21-22=-49/111, 20-21=-49/111, 19-20=-49/111, 18-19=-49/111, 16-18=-49/111 WEBS 9-24=-102/5, 8-25=-87/34, 7-26=-82/46, 6-27=-82/42, 5-28=-82/42, 4-29=-86/44, 3-30=-50/81, 10-23=-83/30, 11-22=-84/47, 12-21=-82/42, 13-20=-82/42, 14-19=-86/44, 15-18=-34/81 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 1-4-0 oc. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 2, 18 lb uplift at joint 25, 30 lb uplift at joint 26, 26 lb uplift at joint 27, 26 lb uplift at joint 28, 27 lb uplift at joint 29, 96 lb uplift at joint 30, 14 lb uplift at joint 23, 32 lb uplift at joint 22, 26 lb uplift at joint 21, 26 lb uplift at joint 20, 27 lb uplift at joint 19, 96 lb uplift at joint 18 and 40 lb uplift at joint 2. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185551GE7Common11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:39 Page: 1 ID:hXXeIPeas86UX4JG4ebZVyz4TMl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =4x8 =4x5 =5x8 =2x4 =4x10 =2x4 =2x4 =5x8 =4x5 =4x8 1 11 10 9 82 73 4 5 6 1-10-8 -1-10-8 3-6-10 3-6-10 3-6-10 18-7-0 5-8-14 9-3-8 5-8-14 15-0-6 3-8-6 3-8-6 3-8-6 18-7-0 5-7-2 9-3-8 5-7-2 14-10-103-11-100-10-63-2-13Scale = 1:38.8 Plate Offsets (X, Y):[2:0-4-3,0-0-3], [4:0-6-4,0-2-4], [6:0-6-4,0-2-4], [8:0-4-3,0-0-3] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)-0.04 10-11 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.26 Vert(TL)-0.10 10-11 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.15 Horiz(TL)0.02 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 102 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.1 -- 2-6-0, Right 2x6 SP No.1 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (5-3-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=862/0-4-0, 8=738/0-4-0 Max Horiz 2=64 (LC 13) Max Uplift 2=-3 (LC 9), 8=-1 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104, 2-4=-914/172, 4-5=-1246/65, 5-6=-1246/65, 6-8=-934/36 BOT CHORD 2-11=-47/713, 10-11=-41/716, 9-10=0/742, 8-9=-6/739 WEBS 4-11=0/92, 4-10=-83/621, 5-10=-407/123, 6-10=-84/603, 6-9=0/97 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 8 and 3 lb uplift at joint 2. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185552H1Hip11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:40 Page: 1 ID:hXXeIPeas86UX4JG4ebZVyz4TMl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =4x10 =4x5 =5x8 =2x4 =4x5 =4x5 =4x5 =5x6 1 9 8 72 63 54 1-10-8 -1-10-8 5-3-10 5-3-10 5-3-10 18-7-0 7-11-12 13-3-6 5-5-6 5-5-6 5-5-6 18-7-0 7-8-4 13-1-105-1-100-10-64-4-13Scale = 1:39 Plate Offsets (X, Y):[2:0-6-3,Edge], [4:0-5-12,0-2-0], [5:0-2-8,0-1-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL)-0.04 8-9 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.32 Vert(TL)-0.18 8-9 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.04 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 98 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.1 -- 2-6-0, Right 2x6 SP No.1 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (3-1-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-8 REACTIONS (lb/size)2=862/0-4-0, 7=738/0-4-0 Max Horiz 2=85 (LC 8) Max Uplift 2=-18 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104, 2-4=-914/143, 4-5=-735/25, 5-7=-824/10 BOT CHORD 2-9=-60/714, 8-9=-21/718, 7-8=-35/730 WEBS 4-9=0/149, 4-8=-61/86, 5-8=0/158 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 2. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185553H2Hip11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:40 Page: 1 ID:9j51VlfCdSEL9EuSdL6o29z4TMk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =4x8 =4x5 =5x8 =2x4 =4x5 =4x5 =4x5 =5x6 1 9 8 72 63 4 5 1-10-8 -1-10-8 4-5-12 11-6-6 7-0-10 7-0-10 7-0-10 18-7-0 4-2-4 11-4-10 7-2-6 7-2-6 7-2-6 18-7-06-3-100-10-65-6-13Scale = 1:44.4 Plate Offsets (X, Y):[2:0-4-3,0-0-3], [4:0-6-4,0-2-4], [5:0-2-8,0-1-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)0.06 8-12 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.29 Vert(TL)-0.12 8-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.02 2 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 99 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.1 -- 2-6-0, Right 2x6 SP No.1 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=862/0-4-0, 7=738/0-4-0 Max Horiz 2=108 (LC 8) Max Uplift 2=-29 (LC 9), 7=-1 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104, 2-4=-761/84, 4-5=-646/61, 5-7=-774/21 BOT CHORD 2-9=-148/632, 8-9=0/635, 7-8=-111/643 WEBS 4-9=0/136, 4-8=-91/114, 5-8=0/165 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 7 and 29 lb uplift at joint 2. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185554H3Hip11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:40 Page: 1 ID:9j51VlfCdSEL9EuSdL6o29z4TMk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =4x10 =4x5 =2x4 =4x5 =4x10 =5x8 =4x5 =2x4 =4x5 =5x6 1 11 10 92 83 20 24 74 21 2322 65 0-4-12 0-11-12 9-9-6 1-10-8 -1-10-8 4-3-1 8-9-10 4-3-1 14-0-7 4-6-9 4-6-9 4-6-9 18-7-0 0-8-4 9-7-10 8-11-6 8-11-6 8-11-6 18-7-07-5-100-10-66-8-13Scale = 1:55.5 Plate Offsets (X, Y):[2:0-6-3,Edge], [5:0-2-8,0-1-13], [6:0-6-4,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)-0.03 10 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.38 Vert(TL)-0.13 10-14 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.16 Horiz(TL)0.03 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 120 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.1 -- 2-6-0, Right 2x6 SP No.1 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=862/0-4-0, 9=738/0-4-0 Max Horiz 2=130 (LC 10) Max Uplift 2=-37 (LC 11), 9=-10 (LC 12) Max Grav 2=1019 (LC 34), 9=895 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104, 2-4=-1124/47, 4-5=-924/54, 5-6=-684/62, 6-7=-926/52, 7-9=-1134/52 BOT CHORD 2-11=-121/886, 10-11=0/682, 9-10=-65/905 WEBS 4-11=-267/115, 5-11=-18/261, 6-11=-93/107,6-10=-21/257, 7-10=-292/121 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 9 and 37 lb uplift at joint 2. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185555H4Hip11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:41 Page: 1 ID:66DnwRgS93U3OY1rlm8G7az4TMi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 412 =4x6 =4x5 =2x4 =3x6 =5x6 =4x5 =4x5 =3x4 7 1 2 8 3 4 5 13 6 6-2-13 12-9-3 6-6-5 6-6-5 6-6-5 19-3-8 0-4-0 0-4-0 9-5-12 19-3-8 9-5-12 9-9-1211-11-70-8-611-7-120-3-110-3-112-10-43-1-15Scale = 1:74.7 Plate Offsets (X, Y):[1:0-2-6,0-0-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)0.10 7-8 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.56 Vert(TL)-0.53 7-8 >435 180 TCDL 10.0 Rep Stress Incr YES WB 0.47 Horiz(TL)0.17 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 112 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS (lb/size)1=766/0-4-0, 7=766/ Mechanical Max Horiz 1=337 (LC 10) Max Uplift 1=-5 (LC 11), 7=-115 (LC 11) Max Grav 1=785 (LC 17), 7=907 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1953/194, 3-5=-1583/93, 5-6=-212/111, 6-7=-247/58 BOT CHORD 1-8=-307/1792, 7-8=-142/724 WEBS 3-8=-369/198, 5-8=-53/1233, 5-7=-1020/191 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: LumberDOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)Refer to girder(s) for truss to truss connections. 5)Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 1 and 115 lb uplift at joint 7. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185556M1Monopitch91Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:41 Page: 1 ID:z65gaLoyPzZHYcrrCEGJ6cz5kwV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =4x5 =4x5 =2x4 =3x6 =4x5 =4x5 =4x5 =3x4 8 7 1 2 3 4 5 13 6 6-2-13 12-9-3 6-6-5 6-6-5 6-6-5 19-3-8 9-7-12 9-7-12 9-7-12 19-3-811-11-70-8-611-11-7Scale = 1:74.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL)-0.10 7-8 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.47 Vert(TL)-0.37 7-8 >617 180 TCDL 10.0 Rep Stress Incr YES WB 0.35 Horiz(TL)0.02 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 117 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-6-0 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 1 Row at midpt 6-7, 5-7 REACTIONS (lb/size)1=766/0-4-0, 7=766/ Mechanical Max Horiz 1=338 (LC 10) Max Uplift 1=-6 (LC 11), 7=-114 (LC 11) Max Grav 1=785 (LC 17), 7=907 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-983/35, 3-5=-851/53, 5-6=-210/112, 6-7=-251/58 BOT CHORD 1-8=-248/874, 7-8=-85/480 WEBS 3-8=-332/157, 5-8=-15/514, 5-7=-744/168 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: LumberDOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow:Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B;Partially Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 6 lb uplift at joint 1and 114 lb uplift at joint 7. 6)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185557M2Monopitch11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:41 Page: 1 ID:66DnwRgS93U3OY1rlm8G7az4TMi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =3x5 =3x4 =3x4 1 4 2 8 3 1-10-8 -1-10-8 4-0-0 4-0-0 0-1-8 4-0-0 3-10-8 3-10-83-3-30-6-62-2-140-3-8Scale = 1:27.8 Plate Offsets (X, Y):[2:Edge,0-0-8], [4:Edge,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)0.01 4-7 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.13 Vert(TL)-0.01 4-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 2 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MP BCDL 10.0 Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=294/0-4-0, 4=127/0-1-8 Max Horiz 2=77 (LC 10) Max Uplift 2=-37 (LC 11), 4=-13 (LC 11) Max Grav 2=310 (LC 17), 4=138 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/84, 2-3=-101/300, 3-4=-101/29 BOT CHORD 2-4=-195/17 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; 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 liveload of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 2 and 13 lb uplift at joint 4. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185558M3Monopitch41Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:41 Page: 1 ID:66DnwRgS93U3OY1rlm8G7az4TMi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =3x5 =3x4 =3x4 3 1 7 2 4-0-0 0-1-8 4-0-0 3-10-8 3-10-82-6-60-6-62-2-140-3-8Scale = 1:26.9 Plate Offsets (X, Y):[3:Edge,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)0.01 3-6 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.12 Vert(TL)-0.03 3-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.01 1 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MP BCDL 10.0 Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=154/0-4-0, 3=154/0-1-8 Max Horiz 1=64 (LC 10) Max Uplift 1=-3 (LC 11), 3=-21 (LC 11) Max Grav 1=154 (LC 18), 3=156 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-69/49, 2-3=-106/33 BOT CHORD 1-3=-68/62 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: LumberDOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 1 and 21 lb uplift at joint 3. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185559M4Monopitch21Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:41 Page: 1 ID:aIn97nh4wNcw0hc1JUgVfoz4TMh-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 =4x5 =2x4 =3x6 =4x5 =4x5 =4x5 =3x4 7 6 1 2 3 4 5 6-0-6 13-3-2 7-2-12 7-2-12 6-3-14 19-7-0 9-4-1 19-7-0 10-2-15 10-2-156-10-40-3-156-10-4Scale = 1:50.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)-0.06 7-10 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.51 Vert(TL)-0.27 7-10 >858 180 TCDL 10.0 Rep Stress Incr YES WB 0.28 Horiz(TL)0.04 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 93 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS (lb/size)1=798/0-4-0, 6=757/ Mechanical Max Horiz 1=214 (LC 10) Max Uplift 1=-45 (LC 7), 6=-77 (LC 11) Max Grav 1=824 (LC 17), 6=896 (LC 17) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=-1622/127, 2-4=-1266/65, 4-5=-131/53, 5-6=-229/44 BOT CHORD 1-7=-165/1707, 6-7=-65/837 WEBS 2-7=-438/151, 4-7=0/574, 4-6=-1006/140 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for thisdesign. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 1 and 77 lb uplift at joint 6. 6)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185560M5Monopitch11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:42 Page: 1 ID:aIn97nh4wNcw0hc1JUgVfoz4TMh-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 =4x5 =2x4 =3x6 =4x5 =4x5 =4x5 =3x4 1 8 7 2 3 4 125 6 1-10-8 -1-10-8 6-0-6 13-3-2 7-2-12 7-2-12 6-3-14 19-7-0 9-4-1 19-7-0 10-2-15 10-2-157-5-80-3-156-10-4Scale = 1:50.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL)-0.06 8-11 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.50 Vert(TL)-0.27 7-8 >866 180 TCDL 10.0 Rep Stress Incr YES WB 0.29 Horiz(TL)0.04 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 96 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS (lb/size)2=912/0-4-0, 7=755/ Mechanical Max Horiz 2=224 (LC 10) Max Uplift 2=-99 (LC 7), 7=-77 (LC 11) Max Grav 2=944 (LC 18), 7=910 (LC 18) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/59, 2-3=-1626/123, 3-5=-1274/62, 5-6=-131/54, 6-7=-234/44 BOT CHORD 2-8=-163/1487, 7-8=-64/850 WEBS 3-8=-432/150, 5-8=0/566, 5-7=-1022/139 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for thisdesign. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 99 lb uplift at joint 2 and 77 lb uplift at joint 7. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185561M6Monopitch41Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:42 Page: 1 ID:aIn97nh4wNcw0hc1JUgVfoz4TMh-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 =4x5 =2x4 =4x5 =3x6 =4x5 =4x5 =4x5 =4x5 =4x5 =3x4 HUS26 Special 1 141098 7 2 3 4 13 5 6 4-5-15 10-3-10 4-5-15 14-9-9 5-9-11 5-9-11 4-9-7 19-7-0 4-5-15 14-9-9 4-5-15 10-3-10 4-9-7 19-7-0 5-9-11 5-9-116-10-40-3-156-10-40-3-11Scale = 1:51.7 Plate Offsets (X, Y):[1:0-3-14,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)-0.04 9-10 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.61 Vert(TL)-0.09 9-10 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.29 Horiz(TL)0.02 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 246 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=915/0-4-0, 7=3122/ Mechanical Max Horiz 1=213 (LC 8) Max Uplift 1=-47 (LC 7), 7=-108 (LC 11) Max Grav 1=941 (LC 17), 7=3260 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2409/123, 2-4=-1731/92, 4-5=-1300/73, 5-6=-114/38, 6-7=-170/32 BOT CHORD 1-10=-172/2259, 9-10=-172/2259, 8-9=-95/1600, 7-8=-39/1196 WEBS 2-10=0/201, 2-9=-714/83, 4-9=-53/184, 4-8=-509/168, 5-8=-9/1219, 5-7=-1703/116 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 7 and 47 lb uplift at joint 1. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11)Use MiTek HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 17-3-4 from the left end to connect truss(es) to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1246 lb down and 14 lb up at 19-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-6=-60, 1-7=-20 Concentrated Loads (lb) Vert: 7=-1246 (B), 14=-1237 (B) Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185562M7Monopitch Girder 1 2Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:42 Page: 1 ID:aaJaibulvblVZJPIoYTUrNz4TMQ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 412 =4x10 =4x5 =2x4 =5x8 =4x5 =2x4 =4x5 =4x10 1 9 2 8 3 710 4 6 5 1-10-8 20-1-8 1-10-8 -1-10-8 4-5-0 13-6-8 4-5-0 9-1-8 4-8-8 4-8-8 4-8-8 18-3-0 0-4-0 0-4-0 0-4-0 18-3-0 8-9-8 9-1-8 8-9-8 17-11-07-8-30-10-66-11-62-11-3Scale = 1:51 Plate Offsets (X, Y):[2:0-1-10,0-0-11], [8:0-4-8,0-0-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)-0.07 10 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.48 Vert(TL)-0.21 10-17 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.22 Horiz(TL)0.14 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 99 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.1 -- 2-6-0, Right 2x6 SP No.1 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=842/0-4-0, 8=842/0-4-0 Max Horiz 2=-142 (LC 7) Max Uplift 2=-38 (LC 9), 8=-38 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104, 2-4=-1375/91, 4-5=-1141/2, 5-6=-1141/22, 6-8=-1375/23, 8-9=0/104 BOT CHORD 2-10=-128/1190, 8-10=-39/1153 WEBS 5-10=0/889, 6-10=-223/174, 4-10=-221/158 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 2 and 38 lb uplift at joint 8. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185563S1Scissor11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:43 Page: 1 ID:2VLXL7ijhhknerBEsBBkC?z4TMg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 412 =4x10 =4x5 =2x4 =5x8 =4x5 =2x4 =4x5 =4x10 1 2 8 3 79 4 6 5 1-10-8 -1-10-8 4-5-0 13-6-8 4-5-0 9-1-8 4-8-8 4-8-8 4-8-8 18-3-0 0-4-0 0-4-0 0-4-0 18-3-0 8-9-8 9-1-8 8-9-8 17-11-07-8-30-10-66-11-62-11-3Scale = 1:51 Plate Offsets (X, Y):[2:0-4-8,0-0-11], [8:0-1-10,0-0-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)-0.07 9 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.48 Vert(TL)-0.22 9-12 >996 180 TCDL 10.0 Rep Stress Incr YES WB 0.22 Horiz(TL)0.14 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 95 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.1 -- 2-6-0, Right 2x6 SP No.1 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=848/0-4-0, 8=724/0-4-0 Max Horiz 2=134 (LC 6) Max Uplift 2=-38 (LC 9), 8=-11 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104, 2-4=-1390/104, 4-5=-1158/18, 5-6=-1160/38, 6-8=-1415/46 BOT CHORD 2-9=-147/1178, 8-9=-60/1198 WEBS 5-9=0/912, 6-9=-249/175, 4-9=-220/155 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Bearing at joint(s) 8, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 8 and 38 lb uplift at joint 2. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185564S2Scissor41Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:43 Page: 1 ID:2VLXL7ijhhknerBEsBBkC?z4TMg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 412 =4x8 =4x5 =2x4 =5x8 =4x5 =2x4 =4x5 =4x8 1 7 2 68 3 5 4 4-8-8 4-8-8 4-5-0 13-6-8 4-5-0 9-1-8 4-8-8 18-3-0 0-4-0 0-4-0 0-4-0 18-3-0 8-9-8 9-1-8 8-9-8 17-11-00-10-66-11-62-11-3Scale = 1:48.7 Plate Offsets (X, Y):[1:0-1-10,0-0-7], [7:0-2-8,0-0-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL)-0.07 8 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.47 Vert(TL)-0.22 8-15 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.23 Horiz(TL)0.14 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 92 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.1 -- 2-6-0, Right 2x6 SP No.1 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=730/0-4-0, 7=730/0-4-0 Max Horiz 1=118 (LC 6) Max Uplift 1=-11 (LC 9), 7=-11 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1431/113, 3-4=-1177/23, 4-5=-1177/42, 5-7=-1431/46 BOT CHORD 1-8=-157/1218, 7-8=-60/1210 WEBS 4-8=0/935, 5-8=-248/175, 3-8=-248/161 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4)Bearing at joint(s) 1, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 1 and 11 lb uplift at joint 7. 6)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185565S3Scissor11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:43 Page: 1 ID:2VLXL7ijhhknerBEsBBkC?z4TMg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 712 =4x5 =2x4 =4x5 =3x6 =4x5 =4x5 =M18AHS 3x8 =4x5 =5x5 =4x5 =4x5 =6x6 =3x4 1 14 13 12 11 10 9 2 3 4 18 5 6 7 8 1-10-8 -1-10-8 5-9-9 25-10-7 6-5-0 13-7-13 6-5-0 20-0-13 7-2-12 7-2-12 6-1-1 31-11-8 5-11-5 25-10-7 6-1-1 31-11-8 6-3-4 19-11-1 6-5-0 13-7-13 7-2-12 7-2-1214-6-110-3-1513-11-77-0-3Scale = 1:85.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL)-0.22 13-14 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.67 Vert(TL)-0.48 13-14 >795 180 M18AHS 186/179 TCDL 10.0 Rep Stress Incr YES WB 0.87 Horiz(TL)0.13 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 218 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 *Except* 8-9:2x6 SP No.1 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 5-11, 6-10, 7-9 REACTIONS (lb/size)2=1397/0-4-0, 9=1254/ Mechanical Max Horiz 2=432 (LC 10) Max Uplift 2=-113 (LC 7), 9=-142 (LC 11) Max Grav 2=1567 (LC 18), 9=1418 (LC 18) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/59, 2-3=-3544/123, 3-5=-2864/105, 5-6=-1898/67, 6-7=-906/85, 7-8=-217/129, 8-9=-163/64 BOT CHORD 2-14=-261/3299, 13-14=-261/3299, 11-13=-178/2665, 10-11=-81/1677, 9-10=-57/714 WEBS 3-14=0/124, 3-13=-705/89, 5-13=0/388,5-11=-1201/127, 6-11=0/827, 6-10=-1474/132, 7-10=-41/1239, 7-9=-1406/186 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; 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 liveload of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)All plates are MT20 plates unless otherwise indicated. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint 9 and 113 lb uplift at joint 2. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185566S4Roof Special 5 1Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:44 Page: 1 ID:WhvwYTjLR_seF?mQQvizlDz4TMf-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 712 =4x5 =2x4 =4x5 =3x6 =4x5 =4x5 =3x6 =5x10 =4x6 =5x5 =4x5 =4x5 =4x5 =3x4 1 15 14 13 12 11 10 2 3 94 819520 6 7 1-10-8 -1-10-8 2-4-11 22-5-8 3-0-7 31-11-8 6-5-0 13-7-13 6-5-0 20-0-13 7-2-12 7-2-12 6-5-9 28-11-1 4-2-12 31-11-8 6-3-4 19-11-1 6-5-0 13-7-13 7-2-12 7-2-12 7-9-11 27-8-129-0-30-3-152-10-77-0-37-0-31-4-128-4-15Scale = 1:63.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.15 14-15 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.57 Vert(TL)-0.42 14-15 >916 180 TCDL 10.0 Rep Stress Incr YES WB 0.65 Horiz(TL)0.11 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 186 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 7-11 REACTIONS (lb/size)2=1400/0-4-0, 10=1257/ Mechanical Max Horiz 2=217 (LC 10) Max Uplift 2=-107 (LC 7), 10=-7 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/59, 2-3=-3048/151, 3-5=-2346/133, 5-6=-1558/97, 6-7=-1671/163, 7-8=-1160/100, 8-9=-40/104, 9-10=-32/31 BOT CHORD 2-15=-202/2831, 14-15=-202/2831, 12-14=-122/2172, 11-12=0/1027, 10-11=-15/807 WEBS 3-15=0/126, 3-14=-712/86, 5-14=0/381, 5-12=-990/128, 6-12=-595/126, 7-12=-118/1361, 7-11=-289/71, 8-11=0/394, 8-10=-1468/8 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4)Unbalanced snow loads have been considered for thisdesign. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 2 and 7 lb uplift at joint 10. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185567S5Roof Special 1 1Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:44 Page: 1 ID:_tSImpjzCI_Vt9Lc_cDCHQz4TMe-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 712 =4x5 =2x4 =4x5 =3x6 =4x5 =4x5 =3x6 =5x10 =4x6 =5x5 =4x5 =4x5 =4x5 =3x4 1 15 14 13 12 11 10 2 3 94 819520 6 7 2-0-0 -2-0-0 2-4-11 22-5-8 3-0-7 31-11-8 6-5-0 13-7-13 6-5-0 20-0-13 7-2-12 7-2-12 6-5-9 28-11-1 4-2-12 31-11-8 6-3-4 19-11-1 6-5-0 13-7-13 7-2-12 7-2-12 7-9-11 27-8-129-0-110-3-152-10-77-0-37-0-31-4-128-4-15Scale = 1:63.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.15 14-15 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.58 Vert(TL)-0.42 14-15 >915 180 TCDL 10.0 Rep Stress Incr YES WB 0.65 Horiz(TL)0.11 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 186 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 7-11 REACTIONS (lb/size)2=1408/0-4-0, 10=1257/ Mechanical Max Horiz 2=217 (LC 10) Max Uplift 2=-111 (LC 7), 10=-7 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/63, 2-3=-3046/150, 3-5=-2345/133, 5-6=-1558/97, 6-7=-1671/163, 7-8=-1161/100, 8-9=-40/104, 9-10=-32/31 BOT CHORD 2-15=-202/2829, 14-15=-202/2829, 12-14=-122/2172, 11-12=0/1026, 10-11=-15/808 WEBS 3-15=0/126, 3-14=-710/86, 5-14=0/381, 5-12=-990/128, 6-12=-595/126, 7-12=-118/1361, 7-11=-289/71, 8-11=0/394, 8-10=-1470/8 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4)Unbalanced snow loads have been considered for thisdesign. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 2 and 7 lb uplift at joint 10. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185568S6Roof Special 1 1Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:44 Page: 1 ID:S40gz8kbzc6LVJwpYJkRqez4TMd-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =5x6 =4x5 =2x4 =4x5 =4x5 =4x5 =4x10 =3x6 =4x5 =4x5 =3x6 =2x4 =4x5 =5x6 11 15 14 13 12 1 10 2 9 3 87 4 62425 5 1-10-8 35-9-8 5-6-11 28-0-13 5-6-11 11-4-13 5-10-3 5-10-3 5-6-11 22-6-3 5-6-11 16-11-8 5-10-3 33-11-0 8-4-0 25-3-8 8-4-0 16-11-8 8-7-8 33-11-0 8-7-8 8-7-811-3-140-8-610-7-2Scale = 1:68 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)-0.10 12-14 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.56 Vert(TL)-0.31 12-14 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.25 Horiz(TL)0.10 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 195 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-6-0, Right 2x4 SP No.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 4-14 REACTIONS (lb/size)1=1354/0-4-0, 10=1472/0-4-0 Max Horiz 1=-205 (LC 9) Max Uplift 1=-30 (LC 11), 10=-57 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-2073/76, 3-4=-1929/93, 4-5=-1407/115, 5-6=-1408/116, 6-8=-1913/88, 8-10=-2055/70, 10-11=0/94 BOT CHORD 1-15=-185/1736, 14-15=-27/1473, 12-14=0/1468, 10-12=-43/1714 WEBS 5-14=-34/1029, 6-14=-595/156, 6-12=-5/350, 8-12=-223/131, 4-14=-616/158, 4-15=-10/370, 3-15=-237/135 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4)Unbalanced snow loads have been considered for thisdesign. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 1 and 57 lb uplift at joint 10. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185569T1Common101Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:45 Page: 1 ID:wGa2AUlDkvEC6TV?51FgMrz4TMc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =5x5 =2x4 =4x5 =3x6 =4x5 =4x5 =3x6 =5x5 =4x5 =4x5 =4x5 =4x6 =3x4 1 14 13 12 11 10 9 2 3 8 4 5 7 19 18 6 1-10-8 -1-10-8 6-11-5 14-0-3 6-9-11 27-9-3 6-11-5 20-11-8 7-0-15 7-0-15 6-10-5 34-7-8 1-6-0 34-7-8 8-3-0 16-7-9 8-3-0 33-1-8 8-3-0 24-10-9 8-4-9 8-4-913-7-140-6-104-9-1112-9-5Scale = 1:81.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.09 13-14 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.46 Vert(TL)-0.29 13-14 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.51 Horiz(TL)0.07 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 228 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 WEDGE Left: 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 6-11, 7-11, 7-10 REACTIONS (lb/size)2=1495/0-4-0, 9=1376/0-4-0 Max Horiz 2=300 (LC 10) Max Uplift 2=-70 (LC 11), 9=-7 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/94, 2-3=-2189/85, 3-5=-2072/165, 5-6=-1492/184, 6-7=-1198/145, 7-8=-466/74, 8-9=-1398/0 BOT CHORD 2-14=-158/1813, 13-14=-61/1384, 11-13=0/912, 10-11=-17/903, 9-10=-48/36 WEBS 3-14=-352/170, 5-14=-83/593, 5-13=-689/229, 6-13=-125/874, 6-11=-94/206, 7-11=-39/229, 7-10=-1076/21, 8-10=0/1080 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4)Unbalanced snow loads have been considered for thisdesign. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 2 and 7 lb uplift at joint 9. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185570T2Common71Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:45 Page: 1 ID:wGa2AUlDkvEC6TV?51FgMrz4TMc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =4x5 =2x4 =4x5 =3x6 =4x5 =4x5 =3x6 =5x5 =4x5 =4x5 =4x5 =4x6 =3x4 13 12 11 10 9 8 1 2 7 3 4 6 18 17 5 7-0-15 7-0-15 6-11-5 14-0-3 6-9-11 27-9-3 6-11-5 20-11-8 6-10-5 34-7-8 1-6-0 34-7-8 8-3-0 24-10-9 8-3-0 16-7-9 8-3-0 33-1-8 8-4-9 8-4-90-6-104-9-110-6-1012-9-5Scale = 1:80.9 Plate Offsets (X, Y):[1:Edge,0-1-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL)-0.09 12-13 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.49 Vert(TL)-0.29 12-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.51 Horiz(TL)0.07 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 225 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 5-10, 6-10, 6-9 REACTIONS (lb/size)1=1381/ Mechanical, 8=1379/0-5-8 Max Horiz 1=286 (LC 10) Max Uplift 1=-43 (LC 11), 8=-7 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2224/89, 2-4=-2095/171, 4-5=-1498/185, 5-6=-1201/146, 6-7=-467/74, 7-8=-1401/0 BOT CHORD 1-13=-401/1832, 12-13=-63/1391, 10-12=0/915, 9-10=-17/906, 8-9=-48/36 WEBS 2-13=-363/177, 4-13=-88/610, 4-12=-695/229, 5-12=-127/879, 5-10=-94/206, 6-10=-39/231, 6-9=-1079/21, 7-9=0/1083 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 1 and 7 lb uplift at joint 8. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185571T3Common81Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:45 Page: 1 ID:OS8QOqmrVDM3kc4Bfkmvv3z4TMb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =8x8 =2x4 =8x8 =5x6 =8x8 =2x4 =8x8 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 14 15 7 16 17 618 19 1 5 2 4 3 3-6-9 3-6-9 3-4-15 10-4-7 3-4-15 6-11-8 3-6-9 13-11-0 4-6-9 9-2-13 4-8-3 13-11-0 4-8-3 4-8-30-8-105-4-5Scale = 1:42.9 Plate Offsets (X, Y):[1:Edge,0-3-13], [5:Edge,0-3-13], [6:0-4-0,0-4-12], [7:0-4-0,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)-0.07 6-7 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.78 Vert(TL)-0.17 6-7 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.44 Horiz(TL)0.03 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 168 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 Right: 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=4863/0-4-0, 5=5783/0-4-0 Max Horiz 1=90 (LC 8) Max Uplift 1=-183 (LC 9), 5=-216 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-6166/250, 2-3=-6053/288, 3-4=-6002/286, 4-5=-6116/248 BOT CHORD 1-7=-224/5047, 6-7=-109/3539, 5-6=-166/5001 WEBS 3-6=-173/3461, 4-6=-75/168, 3-7=-177/3561, 2-7=-84/161 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 1 and 216 lb uplift at joint 5. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Use MiTek HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-7-4 from the left end to 13-7-4 to connect truss(es) to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-5=-60, 8-11=-20 Concentrated Loads (lb) Vert: 13=-1367 (F), 14=-1361 (F), 15=-1361 (F), 16=-1361 (F), 17=-1361 (F), 18=-1361 (F), 19=-1361 (F) Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185572T4Common Girder 1 2Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:46 Page: 1 ID:2mszvxvNgvtMAT_VMG_jObz4TMP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =4x6 =4x5 =2x4 =4x5 =4x5 =4x6 718 62 53 4 1-10-8 -1-10-8 1-10-8 15-9-8 6-11-8 13-11-0 6-11-8 6-11-8 6-11-8 13-11-0 6-11-8 6-11-86-2-140-8-105-4-5Scale = 1:40.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)-0.05 8-11 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.29 Vert(TL)-0.11 8-11 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.02 2 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 67 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-6-0, Right 2x4 SP No.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=669/0-4-0, 6=669/0-4-0 Max Horiz 2=-114 (LC 7) Max Uplift 2=-37 (LC 9), 6=-37 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104, 2-4=-502/147, 4-6=-502/147, 6-7=0/104 BOT CHORD 2-8=-131/417, 6-8=-67/417 WEBS 4-8=0/192 NOTES 1)Unbalanced roof live loads have been considered forthis design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: LumberDOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow:Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 37 lb uplift at joint2 and 37 lb uplift at joint 6. 6)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185573T5Common11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:46 Page: 1 ID:tfiobAnTGXUwMmfNDSI8SGz4TMa-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =4x10 =4x5 =2x4 =4x5 =4x10 =2x4 =4x5 =4x10 1 9 82 73 64 5 1-10-8 -1-10-8 4-6-0 9-3-8 4-6-0 13-9-8 4-9-8 4-9-8 4-9-8 18-7-0 9-3-8 9-3-8 9-3-8 18-7-07-9-90-10-67-0-12Scale = 1:51.5 Plate Offsets (X, Y):[2:0-6-3,Edge], [8:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)-0.02 9-12 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.35 Vert(TL)-0.14 9-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.15 Horiz(TL)0.02 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 103 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.1 -- 2-6-0, Right 2x6 SP No.1 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=862/0-4-0, 8=738/0-4-0 Max Horiz 2=136 (LC 8) Max Uplift 2=-39 (LC 9), 8=-12 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104, 2-4=-876/50, 4-5=-718/64, 5-6=-720/62, 6-8=-803/55 BOT CHORD 2-9=-127/694, 8-9=-67/708 WEBS 5-9=0/438, 6-9=-246/129, 4-9=-226/124 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 8 and 39 lb uplift at joint 2. 6)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185574T6Common131Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:46 Page: 1 ID:tfiobAnTGXUwMmfNDSI8SGz4TMa-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =4x10 =4x5 =2x4 =4x5 =4x10 =2x4 =4x5 =4x10 1 9 10 2 8 3 7 4 6 5 1-10-8 20-5-8 1-10-8 -1-10-8 4-6-0 9-3-8 4-6-0 13-9-8 4-9-8 4-9-8 4-9-8 18-7-0 9-3-8 9-3-8 9-3-8 18-7-07-9-90-10-67-0-12Scale = 1:51.5 Plate Offsets (X, Y):[2:0-3-8,Edge], [8:0-6-3,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)-0.02 10 >999 240 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.34 Vert(TL)-0.13 10-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.02 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 106 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.1 -- 2-6-0, Right 2x6 SP No.1 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=856/0-4-0, 8=856/0-4-0 Max Horiz 2=144 (LC 8) Max Uplift 2=-39 (LC 9), 8=-39 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104, 2-4=-866/50, 4-5=-707/62, 5-6=-707/62, 6-8=-866/50, 8-9=0/104 BOT CHORD 2-10=-113/701, 8-10=-45/684 WEBS 5-10=0/422, 6-10=-227/124, 4-10=-227/124 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 2 and 39 lb uplift at joint 8. 6)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185575T7Common31Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:47 Page: 1 ID:LrGBpWn61qdnzwDan9pN_Uz4TMZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =4x5 =4x5 =4x6 =4x5 1 33 32 31 30 29 28 27 26 25 24 23 22 21 2019 18 17 2 16 153 144 135 126 39 40117 108 9 11-8-10 11-8-10 11-8-10 23-5-3 23-5-36-10-06-6-8Scale = 1:48.7 Plate Offsets (X, Y):[19:0-2-8,0-1-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horiz(TL)0.00 17 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 149 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=56/23-5-3, 17=0/23-5-3, 18=226/23-5-3, 20=36/23-5-3, 21=124/23-5-3, 22=103/23-5-3, 23=108/23-5-3, 24=104/23-5-3, 25=117/23-5-3, 26=156/23-5-3, 27=117/23-5-3, 28=104/23-5-3, 29=107/23-5-3, 30=105/23-5-3, 31=113/23-5-3, 32=82/23-5-3, 33=175/23-5-3, 38=0/23-5-3 Max Horiz 1=129 (LC 8) Max Uplift 1=-25 (LC 7), 20=-52 (LC 12), 21=-15 (LC 12), 22=-24 (LC 12), 23=-21 (LC 12), 24=-28 (LC 12), 25=-7 (LC 12), 27=-12 (LC 11), 28=-26 (LC 11), 29=-22 (LC 11), 30=-22 (LC 11), 31=-22 (LC 11),32=-22 (LC 11), 33=-23 (LC 11) Max Grav 1=79 (LC 21), 18=227 (LC 18), 20=54 (LC 25), 21=124 (LC 18), 22=105 (LC 21), 23=109 (LC 18), 24=129 (LC 18), 25=151 (LC 18), 26=188 (LC 23), 27=149 (LC 17), 28=130 (LC 17), 29=108 (LC 20),30=107 (LC 20), 31=113 (LC 20),32=86 (LC 24), 33=182 (LC 28) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-105/164, 2-3=-87/143, 3-4=-71/140, 4-5=-56/132, 5-6=-47/132, 6-7=-40/138, 7-8=-32/153, 8-9=-24/161, 9-10=-17/156, 10-11=-6/135, 11-12=0/116, 12-13=0/101, 13-14=0/86, 14-15=0/87, 15-16=-16/76, 16-17=-51/105 BOT CHORD 1-33=-72/69, 32-33=-72/50, 31-32=-72/50, 30-31=-72/50, 29-30=-72/50, 28-29=-72/50, 27-28=-72/50, 26-27=-72/50, 25-26=-72/50, 24-25=-72/50, 23-24=-72/50, 22-23=-72/50, 21-22=-72/50, 20-21=-72/50, 18-20=-72/50, 17-18=-72/50 WEBS 9-26=-161/0, 8-27=-122/28, 7-28=-103/42, 6-29=-81/38, 5-30=-81/38, 4-31=-83/38, 3-32=-72/38, 2-33=-113/38, 10-25=-124/23, 11-24=-103/44, 12-23=-81/37, 13-22=-81/38, 14-21=-86/35, 15-20=-59/51, 16-18=-133/24 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 1-4-0 oc. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 1, 12 lb uplift at joint 27, 26 lb uplift at joint 28, 22 lb uplift at joint 29, 22 lb uplift at joint 30, 22 lb uplift at joint 31, 22 lb uplift at joint 32, 23 lb uplift at joint 33, 7 lb uplift at joint 25, 28 lb uplift at joint 24, 21 lb uplift at joint 23, 24 lb uplift at joint 22, 15 lb uplift at joint 21 and 52 lb uplift at joint 20. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185576V1Valley11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:47 Page: 1 ID:p1qZ0soko8leb4omKtKcXhz4TMY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =4x5 =2x4 =2x4 =4x5 =2x4 =2x4 =2x4 =4x5 1 5 8 7 6 42 13 14 3 9-5-3 9-5-3 9-5-3 18-10-5 18-10-55-6-05-2-8Scale = 1:40.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.19 Horiz(TL)0.00 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 74 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=80/18-10-5, 5=80/18-10-5, 6=452/18-10-5, 7=446/18-10-5, 8=452/18-10-5 Max Horiz 1=-103 (LC 7) Max Uplift 6=-92 (LC 12), 8=-93 (LC 11) Max Grav 1=102 (LC 28), 5=102 (LC 29), 6=474 (LC 18), 7=446 (LC 1), 8=474 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-121/313, 2-3=0/263, 3-4=0/263, 4-5=-121/300 BOT CHORD 1-8=-194/106, 7-8=-194/75, 6-7=-194/75, 5-6=-194/102 WEBS 3-7=-404/0, 2-8=-336/136, 4-6=-336/136 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: LumberDOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 8 and 92 lb uplift at joint 6. 9)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185577V2Valley11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:47 Page: 1 ID:p1qZ0soko8leb4omKtKcXhz4TMY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =4x5 =2x4 =2x4 =2x4 =4x5 =2x4 =2x4 =4x5 1 5 8 7 6 2 4 13 14 3 7-1-12 7-1-12 7-1-12 14-3-8 14-3-84-2-03-10-8Scale = 1:34 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 53 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SP 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 (lb/size)1=86/14-3-8, 5=86/14-3-8, 6=331/14-3-8, 7=311/14-3-8, 8=331/14-3-8 Max Horiz 1=-77 (LC 7) Max Uplift 1=-4 (LC 12), 6=-69 (LC 12), 8=-70 (LC 11) Max Grav 1=87 (LC 21), 5=86 (LC 1), 6=343 (LC 18), 7=311 (LC 1), 8=343 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-121/101, 2-3=-64/91, 3-4=-63/80, 4-5=-108/77 BOT CHORD 1-8=-37/106, 7-8=-37/44, 6-7=-37/44, 5-6=-37/87 WEBS 3-7=-233/7, 2-8=-258/111, 4-6=-258/110 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: LumberDOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 1, 70 lb uplift at joint 8 and 69 lb uplift at joint 6. 9)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185578V3Valley11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:47 Page: 1 ID:HDNxECpMZStVDENyuarr3vz4TMX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =3x5 =4x5 =2x4 =3x5 1 3 4 9 10 2 4-10-5 4-10-5 4-10-5 9-8-10 9-8-102-10-02-6-8Scale = 1:26.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 33 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 9-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=39/9-8-10, 3=39/9-8-10, 4=700/9-8-10 Max Horiz 1=52 (LC 8) Max Uplift 1=-20 (LC 29), 3=-20 (LC 28), 4=-19 (LC 11) Max Grav 1=77 (LC 28), 3=77 (LC 29), 4=700 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-70/340, 2-3=-70/340 BOT CHORD 1-4=-238/63, 3-4=-238/59 WEBS 2-4=-533/56 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5)Unbalanced snow loads have been considered for thisdesign. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 20 lb uplift at joint 1, 20 lb uplift at joint 3 and 19 lb uplift at joint 4. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185579V4Valley11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:48 Page: 1 ID:HDNxECpMZStVDENyuarr3vz4TMX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =3x5 =4x5 =2x4 =3x5 1 3 4 2 2-6-14 2-6-14 2-6-14 5-1-12 5-1-121-6-01-2-8Scale = 1:21.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MP BCDL 10.0 Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=54/5-1-12, 3=54/5-1-12, 4=304/5-1-12 Max Horiz 1=-26 (LC 9) Max Uplift 1=-4 (LC 11), 3=-8 (LC 12), 4=-3 (LC 11) Max Grav 1=66 (LC 28), 3=66 (LC 29), 4=304 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-65/109, 2-3=-65/109 BOT CHORD 1-4=-78/52, 3-4=-78/52 WEBS 2-4=-185/13 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5)Unbalanced snow loads have been considered for thisdesign. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 4 lb uplift at joint 1, 8 lb uplift at joint 3 and 3 lb uplift at joint 4. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185580V5Valley11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:48 Page: 1 ID:HDNxECpMZStVDENyuarr3vz4TMX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =4x5 =2x4 =2x4 =4x5 =2x4 =2x4 =2x4 =4x5 1 5 8 7 6 2 4 3 8-1-12 8-1-12 8-1-12 16-3-8 16-3-85-5-35-1-11Scale = 1:39.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 65 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=93/16-3-8, 5=93/16-3-8, 6=379/16-3-8, 7=361/16-3-8, 8=379/16-3-8 Max Horiz 1=102 (LC 8) Max Uplift 1=-2 (LC 10), 6=-92 (LC 10), 8=-93 (LC 9) Max Grav 1=100 (LC 24), 5=100 (LC 25), 6=387 (LC 17), 7=361 (LC 1), 8=388 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-124/184, 2-3=-18/149, 3-4=-16/137, 4-5=-119/154 BOT CHORD 1-8=-86/118, 7-8=-86/70, 6-7=-86/70, 5-6=-86/96 WEBS 3-7=-296/0, 2-8=-278/132, 4-6=-277/132 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: LumberDOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 1, 93 lb uplift at joint 8 and 92 lb uplift at joint 6. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185581V6Valley11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:48 Page: 1 ID:HDNxECpMZStVDENyuarr3vz4TMX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =4x5 =2x4 =2x4 =4x5 =2x4 =2x4 =2x4 =4x5 1 5 8 7 6 2 4 3 6-4-12 6-4-12 6-4-12 12-9-8 12-9-84-3-33-11-11Scale = 1:34.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 49 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=69/12-9-8, 5=69/12-9-8, 6=306/12-9-8, 7=272/12-9-8, 8=306/12-9-8 Max Horiz 1=-79 (LC 7) Max Uplift 1=-9 (LC 5), 6=-74 (LC 10), 8=-76 (LC 9) Max Grav 1=80 (LC 17), 5=69 (LC 1), 6=312 (LC 17), 7=272 (LC 1), 8=314 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-105/72, 2-3=-109/79, 3-4=-104/62, 4-5=-83/46 BOT CHORD 1-8=-20/78, 7-8=-20/47, 6-7=-20/47, 5-6=-20/66 WEBS 3-7=-187/3, 2-8=-247/123, 4-6=-246/123 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: LumberDOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 1, 76 lb uplift at joint 8 and 74 lb uplift at joint 6. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185582V7Valley11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:48 Page: 1 ID:HDNxECpMZStVDENyuarr3vz4TMX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =4x5 =2x4 =3x5 1 3 4 2 4-7-12 4-7-12 4-7-12 9-3-8 9-3-83-1-32-9-11Scale = 1:27.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 32 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 9-3-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=37/9-3-8, 3=37/9-3-8, 4=669/9-3-8 Max Horiz 1=-57 (LC 7) Max Uplift 1=-19 (LC 25), 3=-19 (LC 24), 4=-25 (LC 9) Max Grav 1=74 (LC 24), 3=74 (LC 25), 4=669 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-60/305, 2-3=-60/305 BOT CHORD 1-4=-197/62, 3-4=-197/60 WEBS 2-4=-508/59 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 1, 19 lb uplift at joint 3 and 25 lb uplift at joint 4. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185583V8Valley11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:49 Page: 1 ID:lQxJRYq_Kl?MqOy9SHM4c6z4TMW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =4x5 =2x4 =3x5 1 3 4 2 2-10-12 2-10-12 2-10-12 5-9-8 5-9-81-11-31-7-11Scale = 1:22.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MP BCDL 10.0 Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=51/5-9-8, 3=51/5-9-8, 4=361/5-9-8 Max Horiz 1=-34 (LC 5) Max Uplift 1=-1 (LC 9), 3=-6 (LC 10), 4=-9 (LC 9) Max Grav 1=67 (LC 24), 3=67 (LC 25), 4=361 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-64/134, 2-3=-64/134 BOT CHORD 1-4=-90/49, 3-4=-90/49 WEBS 2-4=-235/22 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 1, 6 lb uplift at joint 3 and 9 lb uplift at joint 4. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185584V9Valley11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:49 Page: 1 ID:lQxJRYq_Kl?MqOy9SHM4c6z4TMW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =4x5 =4x5 =2x4 =4x5 1 3 4 2 5-7-6 11-2-12 5-7-6 5-7-6 11-2-123-8-153-5-7Scale = 1:32.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.24 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.15 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 40 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=9/11-2-12, 3=9/11-2-12, 4=880/11-2-12 Max Horiz 1=-69 (LC 5) Max Uplift 1=-49 (LC 25), 3=-49 (LC 24), 4=-41 (LC 9) Max Grav 1=63 (LC 24), 3=63 (LC 25), 4=880 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-57/434, 2-3=-61/434 BOT CHORD 1-4=-292/81, 3-4=-292/81 WEBS 2-4=-691/85 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 1, 49 lb uplift at joint 3 and 41 lb uplift at joint 4. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185585V10Valley11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:49 Page: 1 ID:p1qZ0soko8leb4omKtKcXhz4TMY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =4x5 =2x4 =3x5 1 3 4 2 3-10-6 7-8-12 3-10-6 3-10-6 7-8-122-6-152-3-7Scale = 1:25.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.13 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MP BCDL 10.0 Weight: 27 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 7-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=40/7-8-12, 3=40/7-8-12, 4=539/7-8-12 Max Horiz 1=46 (LC 6) Max Uplift 1=-9 (LC 25), 3=-9 (LC 24), 4=-21 (LC 9) Max Grav 1=69 (LC 24), 3=69 (LC 25), 4=539 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-58/235, 2-3=-58/235 BOT CHORD 1-4=-166/53, 3-4=-166/53 WEBS 2-4=-386/43 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 1, 9 lb uplift at joint 3 and 21 lb uplift at joint 4. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185586V11Valley11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:49 Page: 1 ID:p1qZ0soko8leb4omKtKcXhz4TMY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =4x5 =2x4 =3x5 1 3 4 2 2-1-6 4-2-12 2-1-6 2-1-6 4-2-121-4-151-1-7Scale = 1:20.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf)20.0 Lumber DOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MP BCDL 10.0 Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=49/4-2-12, 3=49/4-2-12, 4=239/4-2-12 Max Horiz 1=-24 (LC 5) Max Uplift 1=-2 (LC 9), 3=-6 (LC 10), 4=-3 (LC 9) Max Grav 1=58 (LC 24), 3=58 (LC 25), 4=239 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-53/72, 2-3=-53/72 BOT CHORD 1-4=-47/40, 3-4=-47/40 WEBS 2-4=-135/8 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 1, 6 lb uplift at joint 3 and 3 lb uplift at joint 4. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lot 19 Laura Vista I53185587V12Valley11Lot 19 Laura Vista Job Reference (optional) K & K Industries, Montgomery, IN - 47558,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jul 19 12:55:49 Page: 1 ID:p1qZ0soko8leb4omKtKcXhz4TMY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 19,2022 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths