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HomeMy WebLinkAboutALB10 Truss Drawings16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. January 21,2020 Liu, Xuegang Pages or sheets covered by this seal: I39977293 thru I39977326 My license renewal date for the state of Indiana is July 31, 2020. Langdon_B Drees - Langdon B IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss A01 Truss Type Piggyback Base Qty 10 Ply 1 Drees - Langdon B Job Reference (optional) I39977293 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:23 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-fCdu_s2FLQlzeTpF6BnfXNTMQLYq1TVp_VtAG7zt5i6 Scale = 1:75.4 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 3x12 MT18HS 5x6 5x6 3x6 8x8 3x8 MT18HS 8x12 3x6 1.5x4 1.5x4 4x6 4x8 3x4 3x6 1.5x4 5x6 3x4 8-0-13 8-0-13 17-3-2 9-2-5 23-3-2 6-0-0 29-4-1 6-0-15 35-8-8 6-4-7 4-5-0 4-5-0 8-0-13 3-7-13 12-7-15 4-7-3 17-3-2 4-7-3 23-3-2 6-0-0 29-4-1 6-0-15 35-8-8 6-4-7 36-8-8 1-0-0 0-8-1412-2-150-8-83-2-149-0-18.00 12 5.00 12 Plate Offsets (X,Y)-- [1:0-1-9,0-4-8], [6:0-1-0,0-2-0], [7:0-3-12,0-2-0], [8:0-3-12,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.99 0.99 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -1.13 0.52 (loc) 17-18 17-18 12 l/defl >999 >379 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 164 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-7: 2x4 SPF 1650F 1.5E, 1-4: 2x4 SP DSS BOT CHORD 2x4 SPF No.2 *Except* 1-18: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 3-18,5-18,10-14: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -H 2-0-0, Right 2x4 SPF Stud -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-5-6 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS.(lb/size)1=1606/0-3-8, 12=1678/0-3-8 Max Horz 1=296(LC 7) Max Uplift 1=-200(LC 10), 12=-183(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-4513/957, 3-5=-4753/917, 5-6=-4870/1085, 6-7=-2089/529, 7-8=-1670/487, 8-10=-1951/493, 10-12=-2329/472 BOT CHORD 1-18=-1003/3826, 17-18=-391/2330, 15-17=-92/1513, 14-15=-247/1844, 12-14=-247/1844 WEBS 3-18=0/428, 5-18=-437/241, 6-18=-664/2605, 6-17=-1065/401, 7-17=-136/753, 8-17=-137/367, 8-15=-85/399, 10-15=-479/242 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=200, 12=183. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss A01GE Truss Type GABLE Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977294 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:26 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-4nJ0cu57eL7YVxYqoJLM9?55CYoPE2CFgT5qtSzt5i3 Scale = 1:69.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 3x6 3x6 3x6 3x6 3x6 3x4 3x6 3x6 3x6 4x8 8-0-13 8-0-13 35-8-8 27-7-11 17-3-2 17-3-2 23-3-2 6-0-0 35-8-8 12-5-6 36-8-8 1-0-0 0-8-1412-2-150-8-83-2-149-0-18.00 12 5.00 12 Plate Offsets (X,Y)-- [1:0-2-1,0-0-4], [16:0-3-0,0-0-2], [21:0-3-0,0-0-2], [32:0-2-8,0-2-1], [44:0-2-9,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.04 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.01 (loc) 32 32 32 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 235 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 18-46,17-47,15-48,14-49,19-45,20-43,22-42,23-41: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -H 1-9-4, Right 2x4 SPF Stud -H 1-7-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 16-21. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 18-46, 17-47, 15-48, 19-45, 20-43, 22-42 REACTIONS.All bearings 35-8-8. (lb) - Max Horz 1=313(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 55, 32, 46, 47, 49, 50, 51, 52, 53, 54, 56, 57, 58, 59, 45, 43, 41, 40, 39, 38, 37, 36, 35, 34 except 1=-168(LC 8), 60=-200(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 55, 32, 46, 47, 48, 49, 50, 51, 52, 53, 54, 56, 57, 58, 59, 45, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34 except 60=251(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-397/261, 3-4=-255/189, 14-15=-229/272, 22-23=-229/272 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 55, 32, 46, 47, 49, 50, 51, 52, 53, 54, 56, 57, 58, 59, 45, 43, 41, 40, 39, 38, 37, 36, 35, 34 except (jt=lb) 1=168, 60=200. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 55, 32, 46, 47, 48, 49, 50, 51, 52, 53, 54, 56, 57, 58, 59, 60, 45, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss B01 Truss Type Common Qty 8 Ply 1 Drees - Langdon B Job Reference (optional) I39977295 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:27 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-Y_tOqE5lPeFP6570L1sbhDe7Yyz0zLMOv7rNPuzt5i2 Scale = 1:72.1 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 3x6 4x4 3x6 5x6 4x4 3x6 4x8 4x4 4x4 1.5x4 4x4 4x4 1.5x4 5x6 4x4 3x6 8-3-14 8-3-14 16-4-4 8-0-6 24-4-10 8-0-6 32-8-8 8-3-14 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 21-8-8 5-4-4 27-0-12 5-4-4 32-8-8 5-7-12 33-8-8 1-0-0 0-8-811-7-50-8-88.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.66 0.72 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.32 0.11 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 149 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-13,3-17: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -H 1-6-0, Right 2x4 SPF Stud -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 5-15 REACTIONS.(lb/size)1=1471/Mechanical, 11=1543/0-3-8 Max Horz 1=-308(LC 6) Max Uplift 1=-190(LC 10), 11=-215(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2111/423, 3-5=-1933/458, 5-6=-1418/437, 6-7=-1418/437, 7-9=-1928/455, 9-11=-2105/420 BOT CHORD 1-17=-337/1703, 15-17=-188/1411, 13-15=-85/1407, 11-13=-211/1665 WEBS 6-15=-332/1111, 7-15=-609/293, 7-13=-88/397, 9-13=-281/214, 5-15=-612/293, 5-17=-90/403, 3-17=-285/215 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=190, 11=215. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss B01GE Truss Type Common Supported Gable Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977296 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:29 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-UM_9Fv70wGV7MOHPTRu3nejbwmpJROvhMRKUTnzt5i0 Scale = 1:72.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 3x6 3x6 4x4 3x6 3x6 3x6 5x6 32-8-8 32-8-8 16-4-4 16-4-4 32-8-8 16-4-4 33-8-8 1-0-0 0-8-811-7-50-8-88.00 12 Plate Offsets (X,Y)-- [27:0-3-12,0-1-8], [39:0-3-0,0-3-0], [54:0-3-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.15 0.09 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 27 27 29 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 241 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 14-41,13-43,12-44,11-45,10-46,15-40,16-39,17-38,18-37: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 14-41, 13-43, 12-44, 11-45, 15-40, 16-39, 17-38 REACTIONS.All bearings 32-8-8. (lb) - Max Horz 54=-326(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 29, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31 except 54=-158(LC 8), 53=-174(LC 10), 30=-140(LC 11) Max Grav All reactions 250 lb or less at joint(s) 54, 29, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30 except 41=276(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-269/239, 11-12=-230/278, 12-13=-273/329, 13-14=-285/345, 14-15=-285/345, 15-16=-273/329, 16-17=-231/279 WEBS 14-41=-294/203 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31 except (jt=lb) 54=158, 53=174, 30=140. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss B02 Truss Type Common Qty 7 Ply 1 Drees - Langdon B Job Reference (optional) I39977297 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:30 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-yZYXSF8ehZd_zYsb19PIJrGeP90?Ai3rb5310Dzt5i? Scale = 1:71.5 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x6 4x4 3x6 5x6 4x4 3x6 4x8 4x4 4x4 1.5x4 4x4 4x4 1.5x4 5x6 4x4 3x6 8-3-14 8-3-14 16-4-4 8-0-6 24-4-10 8-0-6 32-8-8 8-3-14 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 21-8-8 5-4-4 27-0-12 5-4-4 32-8-8 5-7-12 0-8-811-7-50-8-88.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.62 0.70 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.32 0.10 (loc) 12-14 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-12,3-16: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -H 1-6-0, Right 2x4 SPF Stud -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-10-6 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 REACTIONS.(lb/size)1=1472/Mechanical, 11=1472/Mechanical Max Horz 1=-296(LC 6) Max Uplift 1=-190(LC 10), 11=-190(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2113/424, 3-5=-1935/460, 5-6=-1419/438, 6-7=-1419/438, 7-9=-1935/460, 9-11=-2113/424 BOT CHORD 1-16=-349/1695, 14-16=-200/1410, 12-14=-127/1410, 11-12=-257/1673 WEBS 6-14=-333/1113, 7-14=-612/293, 7-12=-90/403, 9-12=-285/215, 5-14=-612/293, 5-16=-90/403, 3-16=-285/215 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=190, 11=190. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss B03 Truss Type Common Qty 5 Ply 1 Drees - Langdon B Job Reference (optional) I39977298 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:32 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-vxgHtx9uDBtiDs?_8aSmOGLzIzgBebe72PY836zt5hz Scale = 1:72.7 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 3x6 4x4 3x6 5x6 4x4 3x6 4x8 4x4 4x4 1.5x4 4x4 4x4 1.5x4 5x6 4x4 3x6 8-3-14 8-3-14 16-4-4 8-0-6 24-4-10 8-0-6 32-8-8 8-3-14 -1-0-0 1-0-0 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 21-8-8 5-4-4 27-0-12 5-4-4 32-8-8 5-7-12 33-8-8 1-0-0 0-8-811-7-50-8-88.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.66 0.72 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.32 0.11 (loc) 14-16 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-14,4-18: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -H 1-6-0, Right 2x4 SPF Stud -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-16, 6-16 REACTIONS.(lb/size)2=1542/0-3-8, 12=1542/0-3-8 Max Horz 2=-314(LC 8) Max Uplift 2=-215(LC 10), 12=-215(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2104/419, 4-6=-1926/454, 6-7=-1416/436, 7-8=-1416/436, 8-10=-1926/454, 10-12=-2104/419 BOT CHORD 2-18=-335/1695, 16-18=-187/1409, 14-16=-84/1406, 12-14=-210/1664 WEBS 7-16=-331/1110, 8-16=-609/293, 8-14=-88/397, 10-14=-281/214, 6-16=-609/292, 6-18=-87/397, 4-18=-280/214 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=215, 12=215. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss C01 Truss Type Common Qty 2 Ply 1 Drees - Langdon B Job Reference (optional) I39977299 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:32 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-vxgHtx9uDBtiDs?_8aSmOGL2gzpSelA72PY836zt5hz Scale = 1:36.1 1 2 3 4 5 8 7 6 4x8 4x4 4x6 4x6 1.5x4 1.5x4 5-2-4 5-2-4 10-4-8 5-2-4 -1-0-0 1-0-0 5-2-4 5-2-4 10-4-8 5-2-4 11-4-8 1-0-0 1-4-00-6-05-7-141-4-00-6-010.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [4:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.38 0.19 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=534/0-3-8, 6=534/0-3-8 Max Horz 8=184(LC 9) Max Uplift 8=-75(LC 10), 6=-75(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-422/128, 3-4=-422/128, 2-8=-488/181, 4-6=-488/181 BOT CHORD 7-8=-189/254 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 8, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss C01GE Truss Type Common Supported Gable Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977300 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:33 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-N7Eg4HAW_U?Zq0aAiHz?xUuGqNAXNBMHH3IhbYzt5hy Scale = 1:32.8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 4x4 2x4 10-4-8 10-4-8 -1-0-0 1-0-0 5-2-4 5-2-4 10-4-8 5-2-4 11-4-8 1-0-0 1-4-00-6-05-7-141-4-00-6-010.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.16 0.07 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 11 10 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-4-8. (lb) - Max Horz 20=-184(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-131(LC 6), 12=-117(LC 7), 19=-132(LC 7), 13=-122(LC 6) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Bearing at joint(s) 20, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 15, 14 except (jt=lb) 20=131, 12=117, 19=132, 13=122. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss CP1 Truss Type Piggyback Qty 11 Ply 1 Drees - Langdon B Job Reference (optional) I39977301 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:34 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-rKo2IdB8lo7QS99NG?UEUhQSqnXC6gOQWj1F8_zt5hx Scale = 1:14.3 1 2 3 4 5 6 4x4 2x4 2x4 1.5x4 6-0-0 6-0-0 3-0-0 3-0-0 6-0-0 3-0-0 0-4-72-0-00-1-80-4-70-1-88.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 4 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud 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=149/4-6-2, 4=149/4-6-2, 6=176/4-6-2 Max Horz 2=-50(LC 8) Max Uplift 2=-41(LC 10), 4=-47(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss D01 Truss Type Common Qty 2 Ply 1 Drees - Langdon B Job Reference (optional) I39977302 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:35 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-JWMQVzCmW6GG4JkZpi?T0vzbyAjYr4DalMnogRzt5hw Scale = 1:44.8 1 2 3 4 5 6 7 8 9 10 5x6 4x4 4x4 5x9 1.5x4 1.5x4 5x6 4x4 9-9-0 9-9-0 19-6-0 9-9-0 -1-0-0 1-0-0 5-0-4 5-0-4 9-9-0 4-8-12 14-5-12 4-8-12 19-6-0 5-0-4 20-6-0 1-0-0 0-8-87-2-80-8-88.00 12 Plate Offsets (X,Y)-- [10:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.25 0.68 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.31 0.03 (loc) 10-13 10-13 8 l/defl >999 >752 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -H 1-6-0, Right 2x4 SPF Stud -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=948/0-3-8, 8=948/0-3-8 Max Horz 2=194(LC 9) Max Uplift 2=-137(LC 10), 8=-137(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-995/257, 4-5=-879/228, 5-6=-879/228, 6-8=-995/257 BOT CHORD 2-10=-172/907, 8-10=-87/886 WEBS 5-10=-106/573, 6-10=-331/215, 4-10=-331/215 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=137, 8=137. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss D01GE Truss Type Common Supported Gable Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977303 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:36 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-nivojJCPHPO7hTJlNPWiZ6Wn9aDZaYjjz0XMCtzt5hv Scale = 1:45.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6 4x4 3x6 3x6 19-6-0 19-6-0 -1-0-0 1-0-0 9-9-0 9-9-0 19-6-0 9-9-0 20-6-0 1-0-0 0-8-87-2-80-8-88.00 12 Plate Offsets (X,Y)-- [16:0-3-12,0-1-8], [33:0-3-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.15 0.05 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 17 16 18 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 109 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-6-0. (lb) - Max Horz 33=214(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 33, 18, 27, 28, 29, 30, 31, 25, 24, 23, 22, 20, 19 except 32=-110(LC 10) Max Grav All reactions 250 lb or less at joint(s) 33, 18, 26, 27, 28, 29, 30, 31, 32, 25, 24, 23, 22, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 18, 27, 28, 29, 30, 31, 25, 24, 23, 22, 20, 19 except (jt=lb) 32=110. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss D02 Truss Type COMMON GIRDER Qty 1 Ply 2 Drees - Langdon B Job Reference (optional) I39977304 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:39:42 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:YiRXm9951GIpP9N0xNpdTRyKt8?-6VHCEBmIFe7Jh?qb8oEo_ycfp0ioUxbMdMyC__zt53V Scale = 1:44.9 1 2 3 4 5 9 8 7 6161718192021 22 23 6x8 6x8 6x12 MT20HS 5x9 4x4 4x8 12x12 4x4 4x8 4-11-6 4-11-6 9-9-0 4-9-10 14-6-10 4-9-10 19-6-0 4-11-6 4-11-6 4-11-6 9-9-0 4-9-10 14-6-10 4-9-10 19-6-0 4-11-6 0-8-87-2-80-8-88.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-8], [4:0-0-12,0-1-8], [6:0-6-4,0-2-0], [8:0-6-0,0-6-4], [9:0-6-4,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.39 0.48 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.22 0.05 (loc) 8-9 8-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 258 lb FT = 20% GRIP 197/144 187/143 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP DSS WEBS 2x4 SPF Stud *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=8382/0-3-8 (req. 0-4-4), 5=8110/0-3-8 (req. 0-4-2) Max Horz 1=-176(LC 21) Max Uplift 1=-1163(LC 8), 5=-1160(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-10634/1490, 2-3=-7466/1114, 3-4=-7466/1114, 4-5=-10703/1525 BOT CHORD 1-16=-1275/8800, 16-17=-1275/8800, 9-17=-1275/8800, 9-18=-1275/8800, 18-19=-1275/8800, 8-19=-1275/8800, 8-20=-1192/8858, 7-20=-1192/8858, 7-21=-1192/8858, 6-21=-1192/8858, 6-22=-1192/8858, 22-23=-1192/8858, 5-23=-1192/8858 WEBS 3-8=-1097/7775, 4-8=-3292/620, 4-6=-453/3429, 2-8=-3221/583, 2-9=-412/3350 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) WARNING: Required bearing size at joint(s) 1, 5 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1163 lb uplift at joint 1 and 1160 lb uplift at joint 5. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1458 lb down and 205 lb up at 0-5-4, 1452 lb down and 210 lb up at 2-5-4, 1452 lb down and 210 lb up at 4-5-4, 1452 lb down and 210 lb up at 6-5-4, 1452 lb down and 210 lb up at 8-5-4, 1452 lb down and 210 lb up at 10-5-4, 1452 lb down and 210 lb up at 12-5-4, 1523 lb down and 235 lb up at 14-5-4, and 1523 lb down and 235 lb up at 16-5-4, and 1523 lb down and 235 lb up at 18-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss D02 Truss Type COMMON GIRDER Qty 1 Ply 2 Drees - Langdon B Job Reference (optional) I39977304 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:39:42 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:YiRXm9951GIpP9N0xNpdTRyKt8?-6VHCEBmIFe7Jh?qb8oEo_ycfp0ioUxbMdMyC__zt53V LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 10-13=-20 Concentrated Loads (lb) Vert: 6=-1523 12=-1458(F) 16=-1452(F) 17=-1452(F) 18=-1452(F) 19=-1452(F) 20=-1452(F) 21=-1452(F) 22=-1523 23=-1523 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss E01 Truss Type COMMON GIRDER Qty 1 Ply 2 Drees - Langdon B Job Reference (optional) I39977305 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:41:15 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:YiRXm9951GIpP9N0xNpdTRyKt8?-uOPNm_ueMDr7LHRT5qOcFZzT7VJRm?120K_dl5zt522 Scale = 1:72.6 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10181920212223 24 3x6 5x9 3x6 6x8 12x12 4x4 8x8 4x6 8x8 4x4 8x8 4x6 8x8 6x10 6x10 6x10 8x8 4-3-11 4-3-11 8-3-13 4-0-3 12-4-0 4-0-3 16-4-3 4-0-3 20-4-5 4-0-3 24-8-0 4-3-11 4-3-11 4-3-11 8-3-13 4-0-3 12-4-0 4-0-3 16-4-3 4-0-3 20-4-5 4-0-3 24-8-0 4-3-11 1-4-011-7-51-4-010.00 12 Plate Offsets (X,Y)-- [4:0-0-8,0-1-8], [6:0-0-8,0-1-8], [10:0-3-12,0-0-2], [11:0-3-8,0-5-0], [12:0-3-4,0-6-0], [14:0-6-0,0-6-4], [15:0-3-8,0-5-8], [16:0-3-8,0-4-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.73 1.00 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.32 0.05 (loc) 12-14 12-14 10 l/defl >999 >910 n/a L/d 240 180 n/a PLATES MT20 Weight: 387 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP DSS *Except* 10-13: 2x8 SP No.2 WEBS 2x4 SPF No.2 *Except* 5-14: 2x4 SPF 1650F 1.5E, 8-12,8-11,2-15,2-16: 2x4 SPF Stud 1-17,9-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)17=9190/0-3-8, 10=10412/0-3-8 Max Horz 17=-315(LC 21) Max Uplift 17=-1251(LC 8), 10=-1417(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9919/1373, 2-3=-9029/1318, 3-4=-8937/1333, 4-5=-7231/1169, 5-6=-7232/1169, 6-7=-8985/1339, 7-8=-9076/1324, 8-9=-10112/1399, 1-17=-8089/1126, 9-10=-8242/1146 BOT CHORD 17-18=-421/1082, 16-18=-421/1082, 16-19=-1131/7540, 15-19=-1131/7540, 15-20=-945/6866, 14-20=-945/6866, 14-21=-873/6903, 13-21=-873/6903, 12-13=-873/6903, 12-22=-1003/7688, 11-22=-1003/7688, 11-23=-181/1085, 23-24=-181/1085, 10-24=-181/1085 WEBS 5-14=-1375/8837, 6-14=-3065/623, 6-12=-543/3636, 8-12=-1168/299, 8-11=-230/1257, 4-14=-2984/611, 4-15=-527/3535, 2-15=-1004/277, 2-16=-203/1041, 1-16=-866/6691, 9-11=-887/6811 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc, 2x6 - 2 rows staggered at 0-3-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 17, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1251 lb uplift at joint 17 and 1417 lb uplift at joint 10. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued on page 2 January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss E01 Truss Type COMMON GIRDER Qty 1 Ply 2 Drees - Langdon B Job Reference (optional) I39977305 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:41:15 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:YiRXm9951GIpP9N0xNpdTRyKt8?-uOPNm_ueMDr7LHRT5qOcFZzT7VJRm?120K_dl5zt522 NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1451 lb down and 210 lb up at 2-0-12, 1451 lb down and 210 lb up at 4-0-12, 1451 lb down and 210 lb up at 6-0-12, 1451 lb down and 210 lb up at 8-0-12, 1451 lb down and 210 lb up at 10-0-12, 1452 lb down and 210 lb up at 12-0-12, 1452 lb down and 210 lb up at 14-0-12, 1452 lb down and 210 lb up at 16-0-12, 1452 lb down and 210 lb up at 18-0-12, 1452 lb down and 210 lb up at 20-0-12, and 1452 lb down and 210 lb up at 22-0-12, and 1458 lb down and 204 lb up at 24-0-12 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 (plf) Vert: 1-5=-70, 5-9=-70, 10-17=-20 Concentrated Loads (lb) Vert: 14=-1452(B) 12=-1452(B) 11=-1452(B) 15=-1451(B) 16=-1451(B) 18=-1451(B) 19=-1451(B) 20=-1451(B) 21=-1452(B) 22=-1452(B) 23=-1452(B) 24=-1458(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss E01GE Truss Type KINGPOST Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977306 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:41 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-8gjhm0GX6y0QoEBjAz6tGADaRbtZFhyS7IE7u4zt5hq Scale = 1:70.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 35 34 33 32 31 30 29 28 27 26 25 24 23 22 39 38 37 36 3x6 4x6 3x6 3x6 5x9 4x4 5x6 2x4 3x4 5-2-4 5-2-4 24-8-0 19-5-12 -1-0-0 1-0-0 5-2-4 5-2-4 12-4-0 7-1-12 24-8-0 12-4-0 25-8-0 1-0-0 1-4-011-7-51-4-010.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-2-8,0-3-4], [4:0-2-4,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.44 0.25 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.01 (loc) 33-34 33-34 22 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 188 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-33,10-32,11-31,9-36,12-30,13-28,8-37: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 34-35,33-34. WEBS 1 Row at midpt 10-32, 11-31, 9-36, 12-30 JOINTS 1 Brace at Jt(s): 37, 39 REACTIONS.All bearings 14-7-0 except (jt=length) 35=0-3-8. (lb) - Max Horz 35=341(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 31, 30, 28, 27, 26, 25, 24, 22 except 35=-174(LC 11), 33=-216(LC 10), 32=-217(LC 9), 23=-205(LC 11) Max Grav All reactions 250 lb or less at joint(s) 31, 30, 28, 27, 26, 25, 24, 23, 22 except 35=546(LC 1), 33=712(LC 18), 32=324(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-488/240, 4-5=-222/275, 5-7=-289/350, 7-8=-187/323, 8-9=-176/332, 9-10=-303/405, 10-11=-233/352, 11-12=-274/378, 12-13=-212/305, 2-35=-503/263 BOT CHORD 34-35=-338/409, 33-34=-101/325 WEBS 3-39=-259/91, 38-39=-480/264, 37-38=-391/192, 36-37=-350/170, 33-36=-571/314, 10-32=-377/189, 9-36=-346/224, 5-39=-351/275, 3-4=-224/265, 2-34=-146/258 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31, 30, 28, 27, 26, 25, 24, 22 except (jt=lb) 35=174, 33=216, 32=217, 23=205. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss G01 Truss Type COMMON Qty 1 Ply 3 Drees - Langdon B Job Reference (optional) I39977307 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:41:36 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:YiRXm9951GIpP9N0xNpdTRyKt8?-nQAJAA9pPgV8MWYVqlGXb_L7WzboBW?8r5ZDzNzt51j Scale = 1:61.3 1 2 3 4 5 9 8 7 6 8x8 8x8 6x12 MT20HS 6x10 4x6 5x9 12x12 4x6 5x9 5-4-14 5-4-14 10-6-4 5-1-6 15-7-10 5-1-6 21-0-8 5-4-14 5-4-14 5-4-14 10-6-4 5-1-6 15-7-10 5-1-6 21-0-8 5-4-14 0-9-129-6-150-9-1210.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-12], [4:0-1-4,0-1-12], [6:0-6-4,0-2-8], [8:0-6-0,0-6-4], [9:0-6-4,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.43 0.53 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.24 0.05 0.09 (loc) 8-9 8-9 5 8-9 l/defl >999 >999 n/a >999 L/d 480 180 n/a 240 PLATES MT20 MT20HS Weight: 447 lb FT = 20% GRIP 197/144 187/143 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP DSS WEBS 2x4 SPF No.2 *Except* 3-8: 2x4 SPF 1650F 1.5E 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=13361/0-3-8 (req. 0-4-8), 5=13361/0-3-8 (req. 0-4-8) Max Horz 1=238(LC 9) Max Uplift 1=-2648(LC 10), 5=-2648(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-15334/3055, 2-3=-10665/2234, 3-4=-10665/2234, 4-5=-15334/3054 BOT CHORD 1-9=-2389/11694, 8-9=-2389/11694, 7-8=-2273/11694, 6-7=-2273/11694, 5-6=-2273/11694 WEBS 3-8=-2688/13067, 4-8=-4795/1141, 4-6=-1164/5968, 2-8=-4795/1140, 2-9=-1163/5968 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) WARNING: Required bearing size at joint(s) 1, 5 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2648 lb uplift at joint 1 and 2648 lb uplift at joint 5. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 10-13=-1200(F=-1180) January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss G01GE Truss Type Common Supported Gable Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977308 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:43 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-43rSBiIodZG81YL5HO8MLbI_SPbbjk5lacjDyzzt5ho Scale = 1:60.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4x8 4x4 4x8 5x6 21-0-8 21-0-8 10-6-4 10-6-4 21-0-8 10-6-4 0-9-129-6-150-9-1210.00 12 Plate Offsets (X,Y)-- [1:0-1-7,0-1-12], [17:0-1-7,0-1-12], [17:Edge,0-3-8], [18:0-0-0,0-1-12], [25:0-3-0,0-3-0], [34:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.15 0.09 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 18 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 140 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 9-26,8-27,10-25: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-26 REACTIONS.All bearings 21-0-8. (lb) - Max Horz 34=-258(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 27, 28, 29, 30, 31, 32, 25, 24, 23, 22, 21, 20 except 34=-188(LC 8), 18=-129(LC 9), 33=-200(LC 10), 19=-184(LC 11) Max Grav All reactions 250 lb or less at joint(s) 34, 18, 27, 28, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20, 19 except 26=267(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-222/252, 8-9=-248/286, 9-10=-248/285, 10-11=-221/252 WEBS 9-26=-290/213 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 28, 29, 30, 31, 32, 25, 24, 23, 22, 21, 20 except (jt=lb) 34=188, 18=129, 33=200, 19=184. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss G02 Truss Type Common Qty 4 Ply 1 Drees - Langdon B Job Reference (optional) I39977309 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:45 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-0RyCcOJ29AWsGsVUPoBqQ0OImCCqBax22wCK1szt5hm Scale = 1:58.6 1 2 3 4 5 6 7 10 9 8 4x6 4x4 4x6 4x6 4x4 3x6 4x4 1.5x4 4x4 1.5x4 7-1-5 7-1-5 13-11-3 6-9-13 21-0-8 7-1-5 5-4-14 5-4-14 10-6-4 5-1-6 15-7-10 5-1-6 21-0-8 5-4-14 0-9-129-6-150-9-1210.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-0], [7:Edge,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.29 0.36 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.12 0.03 (loc) 8-10 8-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-8,3-10: 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 -H 1-6-0, Right 2x6 SPF No.2 -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=947/0-3-8, 7=947/0-3-8 Max Horz 1=238(LC 9) Max Uplift 1=-108(LC 10), 7=-108(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1125/247, 3-4=-1026/374, 4-5=-1026/374, 5-7=-1125/247 BOT CHORD 1-10=-173/843, 8-10=-6/559, 7-8=-85/792 WEBS 4-8=-209/492, 5-8=-340/282, 4-10=-209/492, 3-10=-340/281 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=108, 7=108. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss V1 Truss Type GABLE Qty 2 Ply 1 Drees - Langdon B Job Reference (optional) I39977310 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:45 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-0RyCcOJ29AWsGsVUPoBqQ0OHWCH6Bf_22wCK1szt5hm Scale = 1:28.3 1 2 3 4 5 6 11 10 9 8 72x4 7-8-10 7-8-10 5-1-128.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.37 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-8-10. (lb) - Max Horz 1=196(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 8, 9, 10, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 8, 9, 10, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 8, 9, 10, 11. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss V2 Truss Type Valley Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977311 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:52 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-Jntr4nPRWKPscwXqJnpTCUAS91diKpF4fWPCmyzt5hf Scale = 1:20.4 1 2 3 2x4 1.5x4 1.5x4 5-2-10 5-2-10 3-5-128.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.41 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=207/5-2-10, 3=207/5-2-10 Max Horz 1=127(LC 9) Max Uplift 1=-20(LC 10), 3=-64(LC 10) Max Grav 1=207(LC 1), 3=224(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss V3 Truss Type Valley Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977312 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:53 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-n_RDH7Q3HeXjE460tUKiliji6R0i3GVDuA8lJOzt5he Scale: 1"=1' 1 2 3 2x4 1.5x4 1.5x4 2-8-10 2-8-10 1-9-128.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=94/2-8-10, 3=94/2-8-10 Max Horz 1=58(LC 9) Max Uplift 1=-9(LC 10), 3=-29(LC 10) Max Grav 1=94(LC 1), 3=102(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss V4 Truss Type Valley Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977313 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:53 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-n_RDH7Q3HeXjE460tUKilijgsR?V3GVDuA8lJOzt5he Scale = 1:16.5 1 2 3 2x4 1.5x4 1.5x4 4-0-14 4-0-14 2-8-98.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=155/4-0-14, 3=155/4-0-14 Max Horz 1=95(LC 9) Max Uplift 1=-15(LC 10), 3=-48(LC 10) Max Grav 1=155(LC 1), 3=168(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss V5 Truss Type Valley Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977314 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:54 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-FA?cVTQh2xfasEhDRBrxHvFqzrL0oijN6quJrqzt5hd Scale = 1:25.6 1 2 3 5 42x4 1.5x4 1.5x4 1.5x4 1.5x4 6-6-14 6-6-14 4-4-98.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.26 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud 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=34/6-6-14, 4=141/6-6-14, 5=360/6-6-14 Max Horz 1=164(LC 7) Max Uplift 1=-30(LC 8), 4=-40(LC 7), 5=-148(LC 10) Max Grav 1=82(LC 7), 4=157(LC 17), 5=376(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-296/216 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=148. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss V6 Truss Type Valley Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977315 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:55 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-kMZ_ioRJpFnRTOGP_vMAq7o2REi7XAbWLUdsNHzt5hc Scale = 1:16.3 1 2 3 4 2x4 4x4 2x4 1.5x4 5-2-14 5-2-14 2-7-7 2-7-7 5-2-14 2-7-7 2-2-310.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=117/5-2-14, 3=117/5-2-14, 4=165/5-2-14 Max Horz 1=-50(LC 8) Max Uplift 1=-26(LC 10), 3=-32(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss V7 Truss Type Valley Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977316 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:55 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-kMZ_ioRJpFnRTOGP_vMAq7o1uEhKX7JWLUdsNHzt5hc Scale = 1:60.0 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x4 3x4 3x6 22-11-10 22-11-10 11-5-13 11-5-13 22-11-10 11-5-13 9-6-1310.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.09 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 4-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS.All bearings 22-11-10. (lb) - Max Horz 1=-251(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 12=-210(LC 10), 13=-184(LC 10), 10=-209(LC 11), 8=-184(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 11=301(LC 20), 12=414(LC 17), 13=375(LC 17), 10=413(LC 18), 8=375(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-261/197 WEBS 3-12=-334/260, 2-13=-290/224, 5-10=-334/259, 6-8=-290/224 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 12=210, 13=184, 10=209, 8=184. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss V8 Truss Type Valley Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977317 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:56 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-CZ7Mv8SxZZvI5YrbYctPNKLCXe1VGasga8NPvjzt5hb Scale = 1:51.1 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x4 3x4 3x6 19-9-3 19-9-3 9-10-10 9-10-10 19-9-3 9-10-10 8-2-1310.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.10 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 4-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-9-3. (lb) - Max Horz 1=-214(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 12=-215(LC 10), 13=-153(LC 10), 10=-215(LC 11), 8=-153(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 11=278(LC 20), 12=424(LC 17), 13=314(LC 17), 10=424(LC 18), 8=314(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-256/179 WEBS 3-12=-341/265, 2-13=-250/195, 5-10=-341/264, 6-8=-250/196 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 12=215, 13=153, 10=215, 8=153. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss V9 Truss Type Valley Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977318 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:57 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-glhk7UTaKs19jiQn6KOevYtM22MX?27poo6zS9zt5ha Scale = 1:44.9 1 2 3 4 5 9 8 7 63x4 4x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-6-13 16-6-13 8-3-6 8-3-6 16-6-13 8-3-6 6-10-1310.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.11 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-6-13. (lb) - Max Horz 1=178(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-230(LC 10), 6=-229(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=454(LC 17), 6=454(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-355/273, 4-6=-355/273 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=230, 6=229. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss V10 Truss Type Valley Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977319 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:46 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-UeWapkKgwUeju?4gzWi3zDwUYcc5w57BGaytZIzt5hl Scale = 1:35.5 1 2 3 4 5 8 7 63x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 13-4-6 13-4-6 6-8-3 6-8-3 13-4-6 6-8-3 5-6-1310.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.10 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-4-6. (lb) - Max Horz 1=-142(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-191(LC 10), 6=-191(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=266(LC 1), 8=369(LC 17), 6=369(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-299/232, 4-6=-299/232 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=191, 6=191. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss V11 Truss Type Valley Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977320 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:47 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-zq4y03LIhomaW9fsWDDIVRTdT0x0fYgLVEhR5kzt5hk Scale = 1:27.3 1 2 3 42x4 4x6 2x4 1.5x4 10-2-0 10-2-0 5-1-0 5-1-0 10-2-0 5-1-0 4-2-1310.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.28 0.19 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud 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=228/10-2-0, 3=228/10-2-0, 4=386/10-2-0 Max Horz 1=-106(LC 6) Max Uplift 1=-41(LC 10), 3=-54(LC 11), 4=-17(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss V12 Truss Type Valley Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977321 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:48 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-R0eKEPMwS5uQ7JE34xkX2e0qqQIuO0hUkuR_dBzt5hj Scale = 1:20.2 1 2 3 4 2x4 4x4 2x4 1.5x4 6-11-10 6-11-10 3-5-13 3-5-13 6-11-10 3-5-13 2-10-1310.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.17 0.08 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud 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=163/6-11-10, 3=163/6-11-10, 4=229/6-11-10 Max Horz 1=-70(LC 6) Max Uplift 1=-36(LC 10), 3=-45(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss V13 Truss Type Valley Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977322 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:48 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-R0eKEPMwS5uQ7JE34xkX2e0s_QIoO0GUkuR_dBzt5hj Scale = 1:10.6 1 2 3 2x4 3x4 2x4 3-9-3 3-9-3 1-10-10 1-10-10 3-9-3 1-10-10 1-6-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.04 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=133/3-9-3, 3=133/3-9-3 Max Horz 1=-33(LC 6) Max Uplift 1=-16(LC 10), 3=-16(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss V14 Truss Type Valley Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977323 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:49 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-vCCjRlMYDP0HlTpFeeFmasY?Vqey7SvezYAYAdzt5hi Scale = 1:32.4 1 2 3 4 5 8 7 63x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-6-0 15-6-0 7-9-0 7-9-0 15-6-0 7-9-0 5-2-08.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.09 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-6-0. (lb) - Max Horz 1=-131(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-166(LC 10), 6=-166(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=279(LC 1), 8=403(LC 17), 6=403(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-317/209, 4-6=-317/209 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=166, 6=166. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss V15 Truss Type Valley Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977324 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:50 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-NPm5f5NB_j88NdORCMm?735AYD_1svknBCw5i3zt5hh Scale = 1:24.8 1 2 3 4 5 8 7 63x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 11-6-0 11-6-0 5-9-0 5-9-0 11-6-0 5-9-0 3-10-08.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-6-0. (lb) - Max Horz 1=-95(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-151(LC 10), 6=-151(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=292(LC 1), 8=351(LC 17), 6=351(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-293/198, 4-6=-293/197 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=151, 6=151. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss V16 Truss Type Valley Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977325 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:51 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-rbJTsROpl0H??nyel3IEgHdKjdJRbMKwQsfeEVzt5hg Scale = 1:17.6 1 2 3 4 2x4 4x4 2x4 1.5x4 7-6-0 7-6-0 3-9-0 3-9-0 7-6-0 3-9-0 2-6-08.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.20 0.09 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud 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=162/7-6-0, 3=162/7-6-0, 4=264/7-6-0 Max Horz 1=59(LC 7) Max Uplift 1=-38(LC 10), 3=-46(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. January 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job Langdon_B Truss V17 Truss Type Valley Qty 1 Ply 1 Drees - Langdon B Job Reference (optional) I39977326 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 14:56:51 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YiRXm9951GIpP9N0xNpdTRyKt8?-rbJTsROpl0H??nyel3IEgHdNNdKtbM?wQsfeEVzt5hg Scale = 1:8.6 1 2 3 2x4 3x4 2x4 3-6-0 3-6-0 1-9-0 1-9-0 3-6-0 1-9-0 1-2-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=114/3-6-0, 3=114/3-6-0 Max Horz 1=23(LC 7) Max Uplift 1=-15(LC 10), 3=-15(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. January 21,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths