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HomeMy WebLinkAbout25LEG - TrussesRe: Liu, Xuegang Pages or sheets covered by this seal: I32223680 thru I32223744 My license renewal date for the state of Indiana is July 31, 2018. B18800129 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: Wedgewood 25 Legacy The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. January 23,2018 Job B18800129 Truss CG01 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223680 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-IwBqDcVUJOqmtAxAGCGiKNd0m4L?vEDILh2NpAzsTTp Scale = 1:48.8 1 2 6 5 7 3 8 4 2x4 4x6 2x4 1-0-0 1-0-0 6-1-3 5-1-3 -1-7-7 1-7-7 6-1-3 6-1-3 2-8-06-6-35-10-126-6-37.57 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.34 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.04 -0.11 0.09 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >792 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 6=409/0-3-8, 3=147/Mechanical, 4=61/Mechanical Max Horz 6=198(LC 5) Max Uplift6=-108(LC 5), 3=-103(LC 5), 4=-162(LC 5) Max Grav 6=409(LC 1), 3=147(LC 1), 4=112(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-333/57 WEBS 2-5=-69/356 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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) 6=108, 3=103, 4=162. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 3 lb up at -1-7-7, and 68 lb down and 71 lb up at 3-5-4, and 52 lb down and 41 lb up at 3-8-9 on top chord, and 8 lb down and 76 lb up at 3-5-4, and 18 lb down and 184 lb up at 3-8-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 1=-40(F) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss GE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223681 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-n7lCQyW74iydVKVMqwoxtaABHUlZefHSZLowLdzsTTo Scale = 1:101.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 3332 31 30 29 28 27 26 25 24 23 22 21 20 1918 2x4 3x4 4x6 3x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-11-0 17-11-0 -0-10-8 0-10-8 8-11-8 8-11-8 17-11-0 8-11-8 18-9-8 0-10-8 1-0-1411-6-51-0-1414.00 12 Plate Offsets (X,Y)-- [9:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.13 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 17 17 18 17 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 189 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 OTHERS 2x4 SP No.1 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 9-25, 8-26, 10-24 REACTIONS.All bearings 17-11-0. (lb) - Max Horz 33=285(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 26, 27, 29, 30, 31, 24, 23, 22, 21, 20 except 33=-260(LC 4), 18=-207(LC 5), 32=-270(LC 5), 19=-239(LC 4) Max Grav All reactions 250 lb or less at joint(s) 26, 27, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 except 33=395(LC 5), 18=342(LC 4), 25=345(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-33=-271/191, 2-3=-313/226, 7-8=-31/253, 8-9=-34/287, 9-10=-34/287, 10-11=-31/253, 15-16=-269/182 WEBS 9-25=-373/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 27, 29, 30, 31, 24, 23, 22, 21, 20 except (jt=lb) 33=260, 18=207, 32=270, 19=239. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223682 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-FJJaeIWlr04U7U4ZOdJAQoiIcu4qN4gbo?XUt3zsTTn Scale = 1:108.4 1 2 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 3x6 3x6 4x6 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-7-0 18-7-0 -1-2-8 1-2-8 9-3-8 9-3-8 18-7-0 9-3-8 19-9-8 1-2-8 1-5-912-3-101-5-914.00 12 Plate Offsets (X,Y)-- [10:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.19 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 19 19 20 19 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 189 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 10-27,9-28,8-29,11-26,12-25: 2x4 SP No.1 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 10-27, 9-28, 8-29, 11-26, 12-25 REACTIONS.All bearings 18-7-0. (lb) - Max Horz 35=-309(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 28, 29, 30, 31, 33, 26, 25, 24, 23, 22 except 35=-315(LC 4), 20=-285(LC 5), 34=-280(LC 5), 21=-262(LC 4) Max Grav All reactions 250 lb or less at joint(s) 28, 29, 30, 31, 33, 26, 25, 24, 23, 22, 21 except 35=357(LC 5), 20=328(LC 4), 27=479(LC 7), 34=253(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-270/273, 7-8=-21/299, 8-9=-23/392, 9-10=-26/406, 10-11=-26/406, 11-12=-23/392, 12-13=-21/299 WEBS 10-27=-540/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 29, 30, 31, 33, 26, 25, 24, 23, 22 except (jt=lb) 35=315, 20=285, 34=280, 21=262. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss GE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223683 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-FJJaeIWlr04U7U4ZOdJAQoiAWu1cN4pbo?XUt3zsTTn Scale = 1:102.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 36 35 34 33 3231 30 29 28 27 26 25 24 23 22 3738 40 39 41 3x8 3x8 3x6 3x6 3x8 3x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-0 19-11-0 -1-2-8 1-2-8 7-8-0 7-8-0 12-3-0 4-7-1 19-11-0 7-8-0 21-1-8 1-2-8 3-0-1112-0-03-0-1112-0-014.00 12 Plate Offsets (X,Y)-- [9:0-2-11,Edge], [13:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.94 0.33 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 21 20-21 22 21 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 203 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 8-29,7-30,14-28,15-27: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 9-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-30, 15-27 JOINTS 1 Brace at Jt(s): 37, 40, 41 REACTIONS.All bearings 19-11-0. (lb) - Max Horz 36=-319(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 31, 33, 34, 26, 25, 24 except 36=-939(LC 4), 22=-924(LC 5), 30=-154(LC 11), 35=-795(LC 5), 27=-154(LC 10), 23=-783(LC 4) Max Grav All reactions 250 lb or less at joint(s) 30, 31, 33, 34, 27, 26, 25, 24 except 36=873(LC 5), 22=858(LC 4), 29=543(LC 1), 35=813(LC 4), 28=543(LC 1), 23=801(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-36=-361/449, 2-3=-335/430, 4-5=-44/266, 5-6=-37/338, 6-7=-36/410, 7-8=0/525, 8-9=-116/257, 9-10=-4/344, 10-11=-4/344, 11-12=-4/344, 12-13=-4/344, 13-14=-116/257, 14-15=0/525, 15-16=-36/410, 16-17=-37/338, 17-18=-41/266, 19-20=-328/423, 20-22=-354/442 WEBS 29-40=-357/0, 8-40=-335/0, 3-35=-281/267, 28-41=-357/0, 14-41=-335/0, 19-23=-277/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31, 33, 34, 26, 25, 24 except (jt=lb) 36=939, 22=924, 30=154, 35=795, 27=154, 23=783. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss GE04 Truss Type GABLE COMMON Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223684 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-BiRK2_Y?MdKCMoExV2LeVDobrhgTrrZuGJ0ayyzsTTl Scale = 1:108.9 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 21 20 19 18 1716 15 1448 22 3x6 4x6 8x8 5x6 4x6 4x6 4x6 3x6 3x8 4x6 3x6 3x6 3x6 3x6 2x4 3x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 9-0-6 9-0-6 17-5-2 8-4-12 19-11-0 2-5-14 23-2-12 3-3-12 24-10-11 1-7-15 26-5-11 1-7-0 28-1-5 1-7-10 30-9-0 2-7-11 -1-2-8 1-2-8 3-6-0 3-6-0 9-0-6 5-6-6 17-5-2 8-4-12 23-2-12 5-9-10 24-10-11 1-7-15 26-5-11 1-7-0 28-1-5 1-7-10 29-11-12 1-10-7 30-9-0 0-9-4 31-7-8 0-10-8 1-5-95-2-123-9-72-7-71-7-50-7-1212-0-00-3-1412-0-014.00 12 10.44 12 8.81 12 7.44 12 6.19 12 5.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-2-11,Edge], [24:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.63 0.50 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.34 0.02 0.01 (loc) 23-25 25-26 12 23-25 l/defl >999 >693 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 283 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 5-25,6-25,6-23: 2x4 SP No.1 OTHERS 2x4 SPF-S Stud *Except* 28-29,36-37: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-25 REACTIONS.All bearings 11-1-8 except (jt=length) 26=0-3-8, 22=0-3-8. (lb) - Max Horz 26=-290(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 18, 15, 26, 12 except 22=-196(LC 10) Max Grav All reactions 250 lb or less at joint(s) 15, 14, 21, 20, 19, 17, 12, 22 except 18=1026(LC 1), 26=1123(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-967/124, 4-5=-848/171, 5-6=-553/176, 6-7=-886/162 BOT CHORD 25-26=-185/581, 25-48=-31/500, 24-48=-31/500, 23-24=-31/500 WEBS 5-25=-16/270, 7-23=-29/455, 7-18=-1013/101, 3-26=-962/26 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 15, 26, 12 except (jt=lb) 22=196. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss J01 Truss Type JACK-OPEN Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223685 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-fu_jGJZd7xS3_xp83mst1QKpn50paS_1Uzm8UOzsTTk Scale = 1:49.1 1 2 6 5 3 4 2x4 3x6 2x4 1-0-0 1-0-0 5-8-13 4-8-13 -0-10-8 0-10-8 5-8-13 5-8-13 2-3-06-6-106-1-26-6-109.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.49 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 -0.20 0.14 (loc) 4-5 4-5 3 4-5 l/defl >999 >542 n/a >487 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=288/0-3-8, 3=160/Mechanical, 4=55/Mechanical Max Horz 6=193(LC 6) Max Uplift3=-95(LC 6), 4=-32(LC 6) Max Grav 6=288(LC 1), 3=160(LC 1), 4=111(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-416/2 WEBS 2-5=-41/512 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss J02 Truss Type JACK-OPEN Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223686 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-fu_jGJZd7xS3_xp83mst1QKtg52uaTn1Uzm8UOzsTTk Scale = 1:33.6 1 2 6 5 3 4 2x4 3x6 2x4 1-0-0 1-0-0 3-7-2 2-7-2 -0-10-8 0-10-8 3-7-2 3-7-2 2-3-04-11-64-5-144-11-69.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.36 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.07 0.03 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=258/0-3-8, 3=80/Mechanical, 4=34/Mechanical Max Horz 6=143(LC 6) Max Uplift3=-52(LC 6), 4=-56(LC 6) Max Grav 6=258(LC 1), 3=80(LC 1), 4=68(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-289/0 WEBS 2-5=-31/383 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 5 lb up at -3-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 1=-40 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss J04 Truss Type JACK-OPEN Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223687 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-fu_jGJZd7xS3_xp83mst1QKuo52GaSt1Uzm8UOzsTTk Scale = 1:34.7 1 2 6 5 3 4 2x4 3x6 2x4 1-0-0 1-0-0 2-0-10 1-0-10 -0-10-8 0-10-8 2-0-10 2-0-10 2-8-05-0-124-5-105-0-1214.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.33 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.04 0.01 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=152/0-3-8, 3=38/Mechanical, 4=18/Mechanical Max Horz 6=156(LC 6) Max Uplift3=-31(LC 6), 4=-172(LC 6) Max Grav 6=159(LC 6), 3=38(LC 1), 4=37(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-455/30 WEBS 2-5=-40/531 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 4=172. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss M01 Truss Type MONOPITCH Qty 21 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223688 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-fu_jGJZd7xS3_xp83mst1QKpg53eaTw1Uzm8UOzsTTk Scale = 1:61.9 1 2 3 5 4 2x4 2x4 3x6 4x6 6-0-0 6-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 1-5-98-5-98-2-10-3-88-5-914.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.43 0.31 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.14 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >492 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S 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. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size) 5=319/0-3-8, 4=219/0-1-8 Max Horz 5=294(LC 6) Max Uplift4=-188(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-262/0 BOT CHORD 4-5=-352/18 WEBS 2-4=-18/361 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=188. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss M04 Truss Type MONOPITCH Qty 14 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223689 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-74Y5TfZFuEawb5OKdTN6aet_KVP2JwNBjdVh0qzsTTj Scale = 1:58.2 1 2 3 5 4 2x4 2x4 3x6 4x6 -0-10-8 0-10-8 5-10-13 5-10-13 1-0-147-11-87-8-00-3-87-11-814.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.44 0.30 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >518 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=291/0-3-8, 4=219/0-1-8 Max Horz 5=267(LC 6) Max Uplift4=-169(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-323/19 WEBS 2-4=-19/327 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=169. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss M05 Truss Type MONOPITCH Qty 7 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223690 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-74Y5TfZFuEawb5OKdTN6aet_KVP2Jw2BjdVh0qzsTTj Scale = 1:69.9 1 2 3 5 4 2x4 2x4 3x6 3x4 -0-10-8 0-10-8 5-10-13 5-10-13 2-8-09-6-109-3-20-3-89-6-1014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.44 0.30 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >518 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size) 5=291/0-3-8, 4=219/0-1-8 Max Horz 5=292(LC 6) Max Uplift4=-249(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-348/30 WEBS 2-4=-33/381 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=249. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss PB01 Truss Type Piggyback Qty 7 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223691 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-74Y5TfZFuEawb5OKdTN6aet4NVTDJyABjdVh0qzsTTj Scale = 1:18.7 1 2 3 4 5 6 4x6 2x4 2x4 2x4 4-7-1 4-7-1 2-3-8 2-3-8 4-7-1 2-3-8 0-5-102-8-20-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.05 0.03 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 5 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=115/3-6-13, 4=115/3-6-13, 6=93/3-6-13 Max Horz 2=54(LC 5) Max Uplift2=-22(LC 6), 4=-26(LC 7) Max Grav 2=115(LC 1), 4=115(LC 1), 6=105(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss PB02 Truss Type Piggyback Qty 11 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223692 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-bH6Th?aufYinDFzWBAuL6rQDqvo12LCKyHFFYHzsTTi Scale = 1:71.3 2 3 4 5 6 7 8 15 14 13 12 11 10 1 9 16 17 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-7-1 24-7-1 12-3-8 12-3-8 24-7-1 12-3-8 9-2-100-1-40-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.12 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 109 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SPF-S Stud *Except* 5-12: 2x4 SP No.1 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 5-12 REACTIONS.All bearings 24-7-1. (lb) - Max Horz 1=-210(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 10, 8 except 1=-169(LC 4), 9=-121(LC 11), 14=-107(LC 6), 11=-107(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=308(LC 1), 12=409(LC 1), 14=501(LC 10), 15=340(LC 1), 11=501(LC 11), 10=340(LC 1), 8=308(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-261/273 WEBS 4-14=-261/156, 6-11=-261/155 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 10, 8 except (jt=lb) 1=169, 9=121, 14=107, 11=107. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss PB03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223693 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-3TgruLbWQsqerPYjkuQaf3yOLJ8tnqmUAx_o5jzsTTh Scale = 1:45.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 6x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 3x4 2x4 24-7-1 24-7-1 2-11-8 2-11-8 24-7-1 21-7-9 0-4-101-10-132-2-100-1-80-4-100-1-81-10-139.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.08 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 10 11 10 10 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-2-12. (lb) - Max Horz 2=-40(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 18, 17, 15, 14, 13, 10, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 18, 10, 12 except 17=349(LC 11), 15=310(LC 10), 14=332(LC 11), 13=278(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-17=-267/110 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 18, 17, 15, 14, 13, 10, 12. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss PB04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223694 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-3TgruLbWQsqerPYjkuQaf3yNUJ6qnq1UAx_o5jzsTTh Scale = 1:44.1 1 2 3 4 5 6 7 8 13 12 11 10 9 6x6 6x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-7-1 24-7-1 6-0-14 6-0-14 18-6-3 12-5-6 24-7-1 6-0-14 0-4-104-2-134-6-100-1-80-4-100-1-84-2-139.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-8], [7:0-1-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.21 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.03 0.00 -0.01 (loc) 8 8 7 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-2-12. (lb) - Max Horz 2=-94(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 10, 11, 13, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 7 except 9=470(LC 11), 10=499(LC 10), 11=515(LC 11), 13=477(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-9=-260/66, 5-10=-259/115, 4-11=-267/119, 3-13=-264/94 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 10, 11, 13, 7. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss PB05 Truss Type Piggyback Qty 5 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223695 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-YfED6hc8B9zVSZ7vIbxqCGVahiT7WIHdPbkLd9zsTTg Scale = 1:40.4 1 2 3 4 5 6 4x6 3x4 3x4 2x4 8-4-12 8-4-12 4-2-6 4-2-6 8-4-12 4-2-6 0-5-104-10-120-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-10], [3:Edge,0-1-14], [4:0-4-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.15 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SPF-S 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=201/7-4-8, 4=201/7-4-8, 6=224/7-4-8 Max Horz 2=-108(LC 4) Max Uplift2=-24(LC 7), 4=-25(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss PB06 Truss Type GABLE Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223696 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-YfED6hc8B9zVSZ7vIbxqCGVZ4iUsWH0dPbkLd9zsTTg Scale = 1:45.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x8 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x8 3x4 2x4 24-7-1 24-7-1 20-11-8 20-11-8 24-7-1 3-7-9 0-4-102-4-142-8-110-1-80-4-100-1-82-4-149.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-6], [9:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 11 11 10 11 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-2-12. (lb) - Max Horz 2=52(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 13, 14, 16, 17, 10, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 18 except 12=278(LC 11), 13=338(LC 10), 14=314(LC 11), 16=334(LC 10), 17=250(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-13=-256/106 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 13, 14, 16, 17, 10, 18. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss PB07 Truss Type GABLE Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223697 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-0rocJ1dmyT5L4jh5sJS3kU2kC6pEFjDmeFTv9bzsTTf Scale = 1:44.9 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 4x8 4x8 3x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 3x4 2x4 24-7-1 24-7-1 17-10-2 17-10-2 24-7-1 6-8-15 0-4-104-8-145-0-110-1-80-4-100-1-84-8-149.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [7:0-4-0,0-1-6], [14:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.15 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.00 0.00 (loc) 9 9 9 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 95 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-2-12. (lb) - Max Horz 2=106(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 14, 16, 11, 9, 15 Max Grav All reactions 250 lb or less at joint(s) 2, 9 except 12=362(LC 11), 13=515(LC 10), 14=459(LC 11), 16=293(LC 10), 11=282(LC 11), 15=320(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-13=-259/109 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 14, 16, 11, 9, 15. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss PB08 Truss Type GABLE Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223698 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-0rocJ1dmyT5L4jh5sJS3kU2kW6pDFizmeFTv9bzsTTf Scale = 1:56.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 101617 4x8 4x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-7-1 24-7-1 9-2-3 9-2-3 15-4-14 6-2-11 24-7-1 9-2-3 0-4-106-6-136-10-100-1-80-4-100-1-86-6-139.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [6:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.16 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 9 9 8 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 102 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-2-12. (lb) - Max Horz 2=-149(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 12 except 15=-128(LC 6), 10=-124(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 13=446(LC 10), 15=446(LC 10), 12=403(LC 10), 11=324(LC 11), 10=461(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-15=-291/174, 7-10=-295/173 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 12 except (jt=lb) 15=128, 10=124. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss PB09 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223699 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-0rocJ1dmyT5L4jh5sJS3kU2jW6oUFjVmeFTv9bzsTTf Scale = 1:56.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 4x8 4x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-7-1 24-7-1 9-10-4 9-10-4 14-8-13 4-10-9 24-7-1 9-10-4 0-4-107-0-147-4-110-1-80-4-100-1-87-0-149.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [6:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.23 0.20 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 0.00 -0.01 (loc) 9 9 8 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 105 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-2-12. (lb) - Max Horz 2=-160(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 13 except 15=-137(LC 6), 10=-137(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=277(LC 10), 13=356(LC 10), 15=522(LC 10), 11=356(LC 11), 10=522(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-15=-321/189, 7-10=-321/188 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 13 except (jt=lb) 15=137, 10=137. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss PBE01 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223700 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-U2M_WNdOjnDCisGHQ0zIHhax7WAO_CPwtvDSh2zsTTe Scale = 1:18.7 1 2 3 4 5 6 4x6 2x4 2x4 2x4 4-7-1 4-7-1 2-3-8 2-3-8 4-7-1 2-3-8 0-5-102-8-20-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.05 0.03 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 5 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=115/3-6-13, 4=115/3-6-13, 6=93/3-6-13 Max Horz 2=54(LC 5) Max Uplift2=-22(LC 6), 4=-26(LC 7) Max Grav 2=115(LC 1), 4=115(LC 1), 6=105(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223701 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-U2M_WNdOjnDCisGHQ0zIHhaxXWAd_C?wtvDSh2zsTTe Scale = 1:40.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-4-12 8-4-12 4-2-6 4-2-6 8-4-12 4-2-6 0-5-104-10-120-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [5:Edge,0-1-14], [8:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.02 0.02 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SPF-S 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 7-4-8. (lb) - Max Horz 2=-108(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss T01 Truss Type COMMON Qty 2 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223702 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-yEwMkje0U4L3J0rUzkUXpv7_?wPZjYf35Zy?EUzsTTd Scale: 1/8"=1' 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 4x6 4x6 2x4 3x8 3x8 2x4 8-11-8 8-11-8 17-11-0 8-11-8 -0-10-8 0-10-8 3-9-0 3-9-0 8-11-8 5-2-8 14-2-0 5-2-8 17-11-0 3-9-0 18-9-8 0-10-8 1-0-1411-6-51-0-1414.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.49 0.48 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.27 0.01 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >791 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 115 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SP No.1 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) 11=766/0-3-8, 8=766/0-3-8 Max Horz 11=285(LC 5) Max Uplift11=-39(LC 6), 8=-39(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-583/175, 4-5=-583/175, 2-11=-272/110, 6-8=-272/110 BOT CHORD 10-11=-131/400, 9-10=-131/400, 8-9=0/400 WEBS 4-9=-140/456, 3-11=-510/46, 5-8=-510/46 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss T02 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223703 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-yEwMkje0U4L3J0rUzkUXpv7?DwRDjUz35Zy?EUzsTTd Scale = 1:90.9 12 3 4 5 6 7 8 13 12 11 10 914 15 16 17 18 4x6 8x8 3x6 3x8 3x6 3x6 3x6 3x4 3x6 3x6 3x4 7-8-0 7-8-0 12-3-0 4-7-1 19-11-0 7-8-0 -1-2-8 1-2-8 2-9-0 2-9-0 7-8-0 4-11-0 12-3-0 4-7-1 17-2-0 4-11-0 19-11-0 2-9-0 21-1-8 1-2-8 3-0-1112-0-03-0-1112-0-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.41 0.38 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.24 0.01 0.01 (loc) 9-10 9-10 9 9-10 l/defl >999 >982 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 161 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 4-12,5-12,5-10: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.(lb/size) 13=1012/0-3-8, 9=1021/0-3-8 Max Horz 13=318(LC 5) Max Uplift13=-41(LC 6), 9=-41(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-709/212, 4-5=-386/204, 5-6=-718/212 BOT CHORD 13-14=-215/338, 14-15=-215/338, 12-15=-215/338, 12-16=-60/392, 11-16=-60/392, 10-11=-60/392, 10-17=-14/342, 17-18=-14/342, 9-18=-14/342 WEBS 3-13=-774/8, 6-9=-784/9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss T03 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223704 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-QQTkx3feFOTwxAQgXR?mM6g7BKmyS1yDKDiZmwzsTTc Scale = 1:86.0 1 2 3 4 5 6 7 89 14 13 12 11 10 15 16 4x6 8x8 8x10 2x4 2x4 4x6 3x8 3x6 3x4 3x8 2x4 3x6 8-0-0 8-0-0 8-4-0 0-4-0 12-3-0 3-11-0 19-11-0 7-8-0 -1-2-8 1-2-8 3-6-0 3-6-0 7-8-0 4-2-0 8-4-0 0-8-0 12-3-0 3-11-0 17-2-0 4-11-0 19-11-0 2-9-0 21-1-8 1-2-8 1-5-910-4-1412-0-03-0-111-7-212-0-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [6:0-2-11,Edge], [13:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.59 0.41 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.33 0.01 0.01 (loc) 13-14 13-14 10 10-11 l/defl >748 >300 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 4-13,6-13,6-11: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 5-13 WEBS 1 Row at midpt 4-13, 6-13 REACTIONS.(lb/size) 13=853/0-3-8, 14=390/0-3-8, 10=585/0-3-8 Max Horz 14=-295(LC 4) Max Uplift13=-44(LC 5), 14=-77(LC 7), 10=-95(LC 7) Max Grav 13=853(LC 1), 14=403(LC 10), 10=598(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-299/231 BOT CHORD 13-14=-164/250 WEBS 6-13=-347/96, 7-10=-340/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 14, 10. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss T04 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223705 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-QQTkx3feFOTwxAQgXR?mM6g7zKm1SykDKDiZmwzsTTc Scale = 1:86.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 917 18 19 20 21 5x8 3x6 5x8 4x8 3x6 3x4 6x6 3x8 4x8 2x4 3x4 3x6 4x8 2x4 5x6 3x6 9-1-12 9-1-12 13-0-0 3-10-4 21-2-15 8-2-15 29-4-1 8-1-3 37-7-0 8-2-15 42-7-0 5-0-0 6-7-12 6-7-12 13-0-0 6-4-4 21-2-15 8-2-15 29-4-1 8-1-3 37-7-0 8-2-15 42-7-0 5-0-0 0-7-1410-4-146-7-1410-4-149.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [3:0-6-0,0-2-0], [7:0-6-0,0-2-0], [10:0-3-8,0-2-0], [15:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.60 0.40 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.38 0.03 0.05 (loc) 13-15 1-16 9 13 l/defl >999 >288 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 280 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SP No.1 *Except* 2-16,8-9,8-10: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-12 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 2-16, 3-15, 3-13, 4-13, 6-13, 6-11, 7-11, 7-10, 8-9 REACTIONS.(lb/size) 1=526/Mechanical, 16=1909/0-3-8, 9=1661/0-3-8 Max Horz 1=233(LC 6) Max Uplift16=-141(LC 5), 9=-114(LC 4) Max Grav 1=530(LC 10), 16=1909(LC 1), 9=1661(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-516/29, 2-3=-995/133, 3-4=-1385/201, 4-5=-1385/201, 5-6=-1385/201, 6-7=-1425/199, 7-8=-1012/123, 8-9=-1646/141 BOT CHORD 1-17=-128/347, 17-18=-128/347, 16-18=-128/347, 15-16=-482/104, 14-15=-120/681, 14-19=-120/681, 13-19=-120/681, 13-20=-168/1425, 12-20=-168/1425, 11-12=-168/1425, 11-21=-53/740, 10-21=-53/740 WEBS 2-16=-1838/290, 2-15=-140/1503, 3-15=-734/148, 3-13=-172/1140, 4-13=-521/215, 6-11=-484/239, 7-11=-181/1106, 7-10=-666/162, 8-10=-95/1215 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=141, 9=114. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223706 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-ud169OgH0ibnZK?s59X?vKCHlj_SBQNMZsR6INzsTTb Scale = 1:91.5 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 1020 21 22 23 5x8 3x6 5x8 4x6 4x8 3x6 3x4 2x4 6x8 5x6 2x4 3x4 6x6 3x8 4x8 3x4 4x6 3x6 5x12 11-3-0 9-1-12 9-1-12 13-0-0 3-10-4 21-2-15 8-2-15 29-8-0 8-5-1 37-7-0 7-11-0 40-11-0 3-4-0 42-7-0 1-8-0 6-7-12 6-7-12 13-0-0 6-4-4 21-2-15 8-2-15 29-8-0 8-5-1 37-7-0 7-11-0 40-11-0 3-4-0 42-7-0 1-8-0 0-7-1410-4-146-7-141-0-010-4-149.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [3:0-6-0,0-2-0], [7:0-6-0,0-2-0], [9:0-3-0,0-1-12], [12:0-6-0,0-3-4], [14:0-2-12,0-2-8], [18:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.66 0.90 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.38 0.07 0.05 (loc) 16-18 1-19 10 14 l/defl >999 >290 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 305 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP 2400F 2.0E *Except* 8-11: 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 2-19,8-13,9-10,10-12,9-12: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-1 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. 1 Row at midpt 6-14 WEBS 1 Row at midpt 2-19, 3-18, 3-16, 4-16, 7-13, 9-10 REACTIONS.(lb/size) 1=506/Mechanical, 19=1836/0-3-8, 10=1538/0-3-8 Max Horz 1=313(LC 5) Max Uplift1=-3(LC 6), 19=-156(LC 5), 10=-113(LC 4) Max Grav 1=513(LC 10), 19=1836(LC 1), 10=1538(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-489/95, 2-3=-930/190, 3-4=-1254/247, 4-5=-1375/248, 5-6=-1375/248, 6-7=-1386/248, 7-8=-991/185, 8-9=-410/136, 9-10=-1426/109 BOT CHORD 1-20=-200/326, 20-21=-200/326, 19-21=-200/326, 18-19=-473/157, 17-18=-197/630, 17-22=-197/630, 16-22=-197/630, 6-14=-516/211, 14-23=-134/760, 13-23=-134/760, 12-13=-74/305, 8-12=-1265/101 WEBS 2-19=-1762/276, 2-18=-158/1425, 3-18=-673/155, 3-16=-171/1014, 4-16=-679/246, 14-16=-242/1238, 7-14=-199/966, 7-13=-478/202, 8-13=-130/947, 9-12=-102/1168 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 19=156, 10=113. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss T06 Truss Type PIGGYBACK BASE Qty 2 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223707 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-MpbVMkgvn?jeAUa3fs2ERXlRb7NHwqtWnWBgqpzsTTa Scale = 1:92.1 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 122223 3x6 5x8 3x6 5x8 5x6 6x8 3x6 3x4 2x4 6x8 5x6 2x4 3x6 2x4 3x4 5x12 3x4 5x6 3x8 5x12 11-3-0 6-0-0 6-0-0 13-0-0 7-0-0 21-2-15 8-2-15 29-8-0 8-5-1 37-7-0 7-11-0 40-11-0 3-4-0 42-7-0 1-8-0 -0-10-8 0-10-8 6-0-0 6-0-0 13-0-0 7-0-0 21-2-15 8-2-15 29-8-0 8-5-1 37-7-0 7-11-0 40-11-0 3-4-0 42-7-0 1-8-0 0-7-1410-4-146-7-141-0-010-4-149.00 12 Plate Offsets (X,Y)-- [2:0-4-2,Edge], [5:0-6-0,0-2-0], [9:0-6-0,0-2-0], [11:0-3-0,0-1-8], [14:0-6-0,0-3-4], [16:0-2-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.72 0.74 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.49 0.16 0.09 (loc) 18-20 18-20 12 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 303 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 10-13: 2x4 SPF-S Stud WEBS 2x4 SP No.1 *Except* 3-21,10-15,11-12,12-14,11-14: 2x4 SPF-S Stud WEDGE Left: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-6 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 8-16, 10-14 WEBS 1 Row at midpt 3-20, 5-18, 6-18, 6-16, 9-15, 11-12 REACTIONS.(lb/size) 2=1908/0-3-8, 12=1922/0-3-8 Max Horz 2=247(LC 6) Max Uplift2=-56(LC 6), 12=-94(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2740/204, 3-4=-2323/213, 4-5=-2189/259, 5-6=-2057/278, 6-7=-1918/264, 7-8=-1918/264, 8-9=-1929/265, 9-10=-1249/165, 10-11=-524/59, 11-12=-1820/164 BOT CHORD 2-21=-267/2064, 20-21=-267/2064, 19-20=-207/1757, 19-22=-207/1757, 18-22=-207/1757, 8-16=-515/211, 16-23=-76/965, 15-23=-76/965, 14-15=-34/385, 10-14=-1564/143 WEBS 3-21=0/280, 3-20=-380/167, 5-20=-2/528, 5-18=-203/585, 6-18=-437/271, 16-18=-239/2029, 9-16=-234/1470, 9-15=-711/201, 10-15=-129/1212, 11-14=-130/1490 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss T07 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223708 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-MpbVMkgvn?jeAUa3fs2ERXlQB7NSwpVWnWBgqpzsTTa Scale = 1:93.4 1 2 3 4 5 6 7 8 9 10 18 17 16 15 1413 12 1119 20 21 3x6 5x8 3x6 5x8 6x8 3x6 3x6 2x4 3x4 3x8 2x4 3x4 4x6 5x6 2x4 5x6 3x6 6-0-0 6-0-0 13-0-0 7-0-0 21-2-15 8-2-15 29-4-1 8-1-3 37-7-0 8-2-15 42-7-0 5-0-0 -0-10-8 0-10-8 6-0-0 6-0-0 13-0-0 7-0-0 21-2-15 8-2-15 29-4-1 8-1-3 37-7-0 8-2-15 42-7-0 5-0-0 0-7-1410-4-146-7-1410-4-149.00 12 Plate Offsets (X,Y)-- [2:0-4-2,Edge], [5:0-5-12,0-1-12], [9:0-6-0,0-2-0], [10:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.81 0.73 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.48 0.12 0.09 (loc) 15-17 15-17 11 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 282 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 3-18,10-11,10-12: 2x4 SPF-S Stud WEDGE Left: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-6 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 5-15, 6-15, 8-15, 8-13, 9-13, 9-12, 10-11 REACTIONS.(lb/size) 2=1985/0-3-8, 11=2061/0-3-8 Max Horz 2=247(LC 6) Max Uplift2=-56(LC 6), 11=-94(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2864/204, 3-4=-2446/213, 4-5=-2313/258, 5-6=-2221/279, 6-7=-2221/279, 7-8=-2221/279, 8-9=-1943/247, 9-10=-1257/145, 10-11=-2046/178 BOT CHORD 2-18=-267/2160, 17-18=-267/2160, 16-17=-207/1855, 16-19=-207/1855, 15-19=-207/1855, 15-20=-207/1943, 14-20=-207/1943, 13-14=-207/1943, 13-21=-68/933, 12-21=-68/933 WEBS 3-18=0/277, 3-17=-377/167, 5-17=0/517, 5-15=-204/690, 6-15=-518/217, 8-15=-71/458, 8-13=-876/270, 9-13=-220/1617, 9-12=-919/181, 10-12=-120/1534 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss T08 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223709 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-q?9ta4hXXJrVoe9FCZZT_lIjNXmCfFvf0AwDNFzsTTZ Scale = 1:110.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 26 27 4x6 6x8 4x6 6x6 4x6 4x6 3x6 3x4 3x4 3x6 4x6 2x4 3x6 3x6 4x6 5x12 6x10 4x6 4x6 3x6 3x4 5x6 6-0-0 6-0-0 13-0-0 7-0-0 20-8-0 7-8-0 28-3-8 7-7-8 28-4-0 0-0-8 37-7-0 9-3-0 44-7-0 7-0-0 50-7-0 6-0-0 -0-10-8 0-10-8 6-0-0 6-0-0 13-0-0 7-0-0 20-8-0 7-8-0 28-4-0 7-8-0 32-11-8 4-7-8 37-7-0 4-7-8 44-7-0 7-0-0 50-7-0 6-0-0 51-5-8 0-10-8 0-7-1410-4-1412-0-02-3-01-7-212-0-09.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-8], [5:0-5-4,0-3-0], [13:0-2-8,0-2-8], [20:0-4-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.57 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.35 0.05 0.02 (loc) 18-19 18-19 15 23 l/defl >999 >748 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 403 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 3-24,12-16,13-15,13-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. 1 Row at midpt 8-20 WEBS 1 Row at midpt 3-23, 5-21, 6-20, 18-20, 9-20, 10-18, 12-18 REACTIONS.(lb/size) 2=1167/0-3-8, 20=2640/0-3-8, 15=823/0-3-8 Max Horz 2=-269(LC 4) Max Uplift2=-76(LC 6), 20=-184(LC 5), 15=-106(LC 7) Max Grav 2=1179(LC 10), 20=2640(LC 1), 15=853(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1543/145, 3-4=-1133/155, 4-5=-999/201, 5-6=-571/207, 6-7=-36/385, 7-8=-36/385, 8-9=-36/388, 9-10=-268/210, 10-11=-337/195, 11-12=-476/149, 12-13=-799/134, 13-15=-810/136 BOT CHORD 2-24=-182/1151, 23-24=-182/1151, 22-23=-132/805, 22-25=-132/805, 21-25=-132/805, 21-26=-112/570, 20-26=-112/570, 8-20=-396/150, 17-18=0/571, 17-27=0/571, 16-27=0/571 WEBS 3-24=0/276, 3-23=-424/162, 5-23=-3/506, 5-21=-401/47, 6-21=0/696, 6-20=-1514/171, 9-20=-935/101, 9-18=-25/670, 12-18=-410/162, 13-16=0/570 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 20=184, 15=106. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss T09 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223710 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-JCjFnQi9IdzMQnkRmH4iWyquix4YOiKoFqgmvhzsTTY Scale = 1:110.1 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 4x6 6x8 4x6 6x6 4x6 4x6 3x6 3x4 3x4 3x6 4x6 2x4 3x6 3x6 4x6 5x12 6x10 4x6 4x6 3x6 3x4 5x6 6-0-0 6-0-0 13-0-0 7-0-0 20-9-12 7-9-12 28-3-8 7-5-12 28-4-0 0-0-8 37-7-0 9-3-0 44-7-0 7-0-0 50-7-0 6-0-0 6-0-0 6-0-0 13-0-0 7-0-0 20-9-12 7-9-12 28-4-0 7-6-4 32-11-8 4-7-8 37-7-0 4-7-8 44-7-0 7-0-0 50-7-0 6-0-0 51-5-8 0-10-8 0-7-1410-4-1412-0-02-3-01-7-212-0-09.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-8], [4:0-5-4,0-3-0], [12:0-2-8,0-2-8], [19:0-4-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.30 0.62 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.35 0.05 0.02 (loc) 17-18 17-18 14 22 l/defl >999 >748 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 400 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 2-23,11-15,12-14,12-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. 1 Row at midpt 7-19 WEBS 1 Row at midpt 2-22, 4-20, 5-19, 17-19, 8-19, 9-17, 11-17 REACTIONS.(lb/size) 1=1105/0-3-8, 19=2641/0-3-8, 14=823/0-3-8 Max Horz 1=-274(LC 4) Max Uplift1=-43(LC 6), 19=-184(LC 5), 14=-106(LC 7) Max Grav 1=1117(LC 10), 19=2641(LC 1), 14=854(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1548/148, 2-3=-1138/156, 3-4=-1003/202, 4-5=-561/206, 5-6=-37/386, 6-7=-37/386, 7-8=-37/389, 8-9=-269/210, 9-10=-338/195, 10-11=-477/149, 11-12=-800/133, 12-14=-811/136 BOT CHORD 1-23=-182/1157, 22-23=-182/1157, 21-22=-133/808, 21-24=-133/808, 20-24=-133/808, 20-25=-111/560, 19-25=-111/560, 7-19=-386/146, 16-17=0/571, 16-26=0/571, 15-26=0/571 WEBS 2-23=0/276, 2-22=-428/167, 4-22=-4/515, 4-20=-418/48, 5-20=0/705, 5-19=-1517/172, 8-19=-938/102, 8-17=-25/669, 11-17=-410/162, 12-15=0/571 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 19=184, 14=106. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss T10 Truss Type Common Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223711 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-JCjFnQi9IdzMQnkRmH4iWyqp_x4BOm_oFqgmvhzsTTY Scale = 1:97.0 12 3 4 5 6 7 8 9 13 12 11 1014 15 16 17 3x6 4x6 3x6 3x6 3x8 4x6 4x6 3x4 3x8 3x8 3x4 9-3-8 9-3-8 18-7-0 9-3-8 -1-2-8 1-2-8 4-0-0 4-0-0 9-3-8 5-3-8 14-7-0 5-3-8 18-7-0 4-0-0 19-9-8 1-2-8 1-5-912-3-101-5-914.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.60 0.58 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.32 0.01 0.01 (loc) 10-11 10-11 10 11 l/defl >999 >695 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 123 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 5-11: 2x4 SP No.1 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) 13=918/0-3-8, 10=918/0-3-8 Max Horz 13=-309(LC 4) Max Uplift13=-48(LC 6), 10=-48(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-659/139, 4-5=-644/189, 5-6=-644/189, 6-7=-659/139, 2-13=-308/164, 8-10=-308/164 BOT CHORD 13-14=-141/429, 14-15=-141/429, 12-15=-141/429, 11-12=-141/429, 11-16=0/429, 16-17=0/429, 10-17=0/429 WEBS 5-11=-160/496, 3-13=-580/22, 7-10=-580/21 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 10. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss T11 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223712 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-nOHd?mjn3w5D1xJeK_bx3AN?7LR47BFyUUPKR8zsTTX Scale = 1:91.3 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 1422 3x6 4x6 8x8 8x8 4x6 4x6 4x6 3x6 3x6 3x8 4x6 3x6 3x6 4x8 2x4 3x4 3x8 3x4 3x6 9-0-6 9-0-6 17-5-2 8-4-12 19-9-4 2-4-2 23-2-12 3-5-8 24-10-11 1-7-15 26-5-11 1-7-0 28-1-5 1-7-10 30-9-0 2-7-11 -1-2-8 1-2-8 3-6-0 3-6-0 9-0-6 5-6-6 17-5-2 8-4-12 23-2-12 5-9-10 24-10-11 1-7-15 26-5-11 1-7-0 28-1-5 1-7-10 29-11-12 1-10-7 30-9-0 0-9-4 31-7-8 0-10-8 1-5-95-2-123-9-72-7-71-7-50-7-1212-0-00-3-1412-0-014.00 12 10.44 12 8.81 12 7.44 12 6.19 125.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.54 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.34 0.03 0.02 (loc) 18-20 20-21 12 18-20 l/defl >999 >687 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 217 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 6-7: 2x6 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 5-20,6-20,6-18: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. WEBS 1 Row at midpt 6-20, 6-18, 7-17 REACTIONS.(lb/size) 21=1040/0-3-8, 17=1026/0-3-8, 12=725/0-8-0 Max Horz 21=-291(LC 4) Max Uplift21=-44(LC 6), 17=-150(LC 7), 12=-128(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-871/103, 4-5=-751/149, 5-6=-491/162, 6-7=-699/116, 7-8=-728/151, 8-9=-1071/282, 9-10=-1000/224, 10-11=-1071/242, 11-12=-1084/234 BOT CHORD 20-21=-186/529, 20-22=-40/382, 19-22=-40/382, 18-19=-40/382, 16-17=-4/546, 15-16=-34/671, 14-15=-163/922, 12-14=-164/918 WEBS 7-18=-12/785, 7-16=-171/329, 8-16=-299/117, 8-15=-191/399, 3-21=-874/13, 7-17=-1282/256 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21 except (jt=lb) 17=150, 12=128. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss T12 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223713 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-Far?C6jPqED4f5tqui6AcNv90kmTsfd5i89t_azsTTW Scale = 1:90.9 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 1322 3x6 4x6 8x8 8x8 4x6 4x6 4x6 6x6 2x4 3x6 3x6 3x8 4x6 3x6 3x4 3x6 4x8 3x6 3x4 3x8 9-0-6 9-0-6 17-5-2 8-4-12 19-9-4 2-4-2 23-2-12 3-5-8 26-5-11 3-2-15 28-10-5 2-4-11 30-7-8 1-9-3 -1-2-8 1-2-8 3-6-0 3-6-0 9-0-6 5-6-6 17-5-2 8-4-12 23-2-12 5-9-10 24-10-11 1-7-15 26-5-11 1-7-0 28-1-5 1-7-10 28-10-5 0-9-1 30-7-8 1-9-3 1-5-95-2-123-9-72-7-71-7-51-0-1212-0-01-0-1212-0-014.00 12 10.44 12 8.81 12 7.44 126.19 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.63 0.59 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.34 0.03 0.02 (loc) 18-20 20-21 13 18-20 l/defl >999 >687 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 217 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 6-7: 2x6 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 5-20,6-20,6-18: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6, 11-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. WEBS 1 Row at midpt 6-20, 6-18, 7-17 REACTIONS.(lb/size) 13=634/0-3-8, 17=1057/0-3-8, 21=1032/0-3-8 Max Horz 21=288(LC 5) Max Uplift13=-81(LC 7), 17=-164(LC 7), 21=-41(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-861/96, 4-5=-741/143, 5-6=-484/157, 6-7=-680/103, 7-8=-706/134, 8-9=-1068/274, 9-10=-1012/219, 10-11=-1130/275 BOT CHORD 20-21=-209/523, 20-22=-59/370, 19-22=-59/370, 18-19=-59/370, 17-18=-267/154, 16-17=-23/529, 15-16=-66/658, 14-15=-212/962, 13-14=-237/999 WEBS 7-18=-27/819, 7-17=-1318/279, 7-16=-173/336, 8-16=-310/121, 8-15=-202/423, 11-13=-1034/243, 3-21=-865/8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 21 except (jt=lb) 17=164. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss T13 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223714 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-Far?C6jPqED4f5tqui6AcNv90kmTsfg5i89t_azsTTW Scale = 1:86.7 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1119 3x6 4x6 8x8 10x10 4x6 5x8 2x4 3x6 3x6 3x8 4x6 3x6 3x4 3x6 3x6 3x4 3x8 9-0-6 9-0-6 17-5-2 8-4-12 19-9-4 2-4-2 23-2-12 3-5-8 26-4-1 3-1-5 30-7-8 4-3-7 -1-2-8 1-2-8 3-6-0 3-6-0 9-0-6 5-6-6 17-5-2 8-4-12 23-2-12 5-9-10 24-10-11 1-7-15 26-4-1 1-5-6 30-7-8 4-3-7 1-5-95-2-123-9-72-6-1212-0-02-6-1212-0-014.00 12 10.44 12 8.81 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-2-11,Edge], [9:0-2-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.63 0.59 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.34 0.02 0.02 (loc) 15-17 17-18 11 15-17 l/defl >999 >687 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 217 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 6-7: 2x6 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 5-17,6-17,6-15: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 6-17, 6-15, 7-14 REACTIONS.(lb/size) 11=629/0-3-8, 14=1066/0-3-8, 18=1029/0-3-8 Max Horz 18=323(LC 5) Max Uplift11=-24(LC 5), 14=-46(LC 7), 18=-50(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-857/115, 4-5=-737/162, 5-6=-482/170, 6-7=-673/140, 7-8=-695/73, 8-9=-1117/113 BOT CHORD 17-18=-245/521, 17-19=-97/365, 16-19=-97/365, 15-16=-97/365, 14-15=-282/108, 13-14=-23/521, 12-13=-17/648, 11-12=-12/832 WEBS 7-15=-32/832, 7-14=-1329/108, 7-13=0/334, 8-13=-305/46, 8-12=-73/495, 9-12=-386/112, 9-11=-920/28, 3-18=-862/17 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 14, 18. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss T14 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223715 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-jnONPSk1bYLxHFS0RPdP8bSKn876b3fFxouRW0zsTTV Scale = 1:86.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1017 3x6 4x6 8x8 6x6 3x4 3x6 3x6 3x8 4x6 3x6 10x10 2x4 3x6 3x4 3x8 9-0-6 9-0-6 17-5-2 8-4-12 19-9-4 2-4-2 24-4-11 4-7-7 30-7-8 6-2-13 -1-2-8 1-2-8 3-6-0 3-6-0 9-0-6 5-6-6 17-5-2 8-4-12 23-2-12 5-9-10 24-4-11 1-1-15 30-7-8 6-2-13 1-5-95-2-124-0-1212-0-04-0-1212-0-014.00 12 10.44 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-2-11,Edge], [8:0-2-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.63 0.57 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.34 0.02 0.05 (loc) 13-15 15-16 10 10-11 l/defl >999 >687 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 218 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 6-7: 2x6 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 5-15,6-15,6-13,7-12: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 6-15, 6-13 REACTIONS.(lb/size) 10=616/0-3-8, 12=1086/0-3-8, 16=1022/0-3-8 Max Horz 16=286(LC 5) Max Uplift10=-148(LC 5), 12=-159(LC 7), 16=-37(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-848/90, 4-5=-729/137, 5-6=-476/153, 6-7=-660/93, 7-8=-837/168 BOT CHORD 15-16=-201/517, 15-17=-45/355, 14-17=-45/355, 13-14=-45/355, 12-13=-328/95, 11-12=-82/507, 10-11=-122/623 WEBS 7-13=-57/877, 7-12=-1382/293, 7-11=-215/525, 8-11=-405/167, 8-10=-701/129, 3-16=-853/2 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 10=148, 12=159. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss T15 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223716 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-jnONPSk1bYLxHFS0RPdP8bSJc87rb5nFxouRW0zsTTV Scale = 1:86.7 1 2 3 4 5 6 7 8 15 14 13 12 11 10 916 3x6 4x6 8x8 6x8 3x4 3x6 3x8 4x6 3x6 2x4 3x6 3x8 3x4 3x8 0-1-149-0-6 9-0-6 17-5-2 8-4-12 19-9-4 2-4-2 22-9-11 3-0-7 30-7-8 7-9-13 -1-2-8 1-2-8 3-6-0 3-6-0 9-0-6 5-6-6 17-5-2 8-4-12 22-9-11 5-4-9 30-7-8 7-9-13 1-5-95-6-1212-0-05-6-1212-0-014.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-2-11,Edge], [7:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.70 0.52 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.34 0.02 0.09 (loc) 12-14 14-15 9 9-10 l/defl >999 >686 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 218 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 6-7: 2x6 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 5-14,6-14,6-12,8-10: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 6-14, 6-12, 7-11 REACTIONS.(lb/size) 9=644/0-3-8, 11=1041/0-3-8, 15=1039/0-3-8 Max Horz 15=283(LC 5) Max Uplift9=-177(LC 5), 11=-147(LC 7), 15=-36(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-868/96, 4-5=-749/143, 5-6=-489/158, 6-7=-708/114, 7-8=-533/123, 8-9=-573/150 BOT CHORD 14-15=-202/527, 14-16=-48/379, 13-16=-48/379, 12-13=-48/379, 10-11=-121/539 WEBS 7-12=-23/680, 7-11=-1273/279, 8-10=-135/617, 3-15=-871/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 9=177, 11=147. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss T16 Truss Type Flat Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223717 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-BzymdolgMrTouP1D?79eho?TXYUJKY_OASe_2TzsTTU Scale = 1:80.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018 19 20 21 22 23 3x6 2x4 3x6 4x6 3x4 3x6 3x4 3x6 4x6 5x12 2x4 3x4 3x4 3x4 4x6 3x6 3x6 9-1-12 9-1-12 17-5-10 8-3-14 25-9-8 8-3-14 34-1-6 8-3-14 42-7-0 8-5-10 4-8-10 4-8-10 9-1-12 4-5-2 17-5-10 8-3-14 25-9-8 8-3-14 34-1-6 8-3-14 42-7-0 8-5-10 10-7-4LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.76 0.51 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.38 0.02 0.04 (loc) 16-17 16-17 10 13 l/defl >543 >284 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 325 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SP No.1 BRACING- TOP CHORD 2-0-0 oc purlins (5-0-10 max.): 1-9, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-17, 9-10, 2-16, 3-16, 3-14, 5-14, 6-14, 8-13, 8-11, 9-11 REACTIONS.(lb/size) 17=-63/Mechanical, 10=1623/0-3-8, 16=2867/0-3-8 Max Uplift17=-63(LC 1), 10=-103(LC 4), 16=-199(LC 4) Max Grav 17=12(LC 4), 10=1623(LC 1), 16=2867(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-42/397, 3-4=-719/52, 4-5=-719/52, 5-6=-719/52, 6-7=-1204/86, 7-8=-1204/86, 8-9=-996/72, 9-10=-1425/155 BOT CHORD 15-16=-397/42, 15-20=-397/42, 14-20=-397/42, 14-21=-86/1204, 13-21=-86/1204, 12-13=-72/996, 12-22=-72/996, 11-22=-72/996 WEBS 2-17=-6/380, 2-16=-643/95, 3-16=-1790/248, 3-14=-148/1777, 5-14=-518/170, 6-14=-772/54, 8-13=-22/332, 8-11=-806/198, 9-11=-111/1558 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) 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) 17 except (jt=lb) 10=103, 16=199. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss T19 Truss Type ROOF SPECIAL Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223718 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-f9W8q8mI79bfWZcPZqgtD0XkHynC3zkYO6NXavzsTTT Scale = 1:107.7 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 3x4 5x6 4x6 4x6 3x6 3x4 3x6 3x6 3x6 4x6 3x8 2x4 4x8 2x4 5x12 6x10 4x6 4x6 3x6 3x4 5x6 4x6 5x6 7-2-12 7-2-12 14-3-12 7-1-0 21-4-12 7-1-0 28-3-8 6-10-12 28-4-0 0-0-8 37-8-14 9-4-14 44-9-0 7-0-2 50-7-0 5-10-0 7-2-12 7-2-12 14-3-12 7-1-0 21-4-12 7-1-0 28-4-0 6-11-4 33-0-7 4-8-7 37-8-14 4-8-7 44-9-0 7-0-2 50-7-0 5-10-0 51-5-8 0-10-8 10-1-311-10-102-3-01-7-211-8-59.00 12 Plate Offsets (X,Y)-- [12:0-2-8,0-2-8], [19:0-4-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.66 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.43 0.02 0.02 (loc) 17-18 17-18 19 21 l/defl >999 >612 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 434 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 11-15,12-14,12-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. 1 Row at midpt 6-19 WEBS 1 Row at midpt 1-24, 2-23, 3-21, 5-19, 17-19, 8-19, 9-17, 11-17 REACTIONS.(lb/size) 24=1296/Mechanical, 19=2803/0-3-8, 14=764/0-3-8 Max Horz 24=-354(LC 7) Max Uplift24=-148(LC 5), 19=-222(LC 5), 14=-99(LC 7) Max Grav 24=1307(LC 10), 19=2803(LC 1), 14=764(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-1142/184, 1-2=-713/93, 2-3=-821/141, 3-4=-821/141, 4-5=-821/141, 5-6=-72/526, 6-7=-71/529, 7-8=-71/529, 10-11=-375/140, 11-12=-692/127, 12-14=-720/129 BOT CHORD 24-25=-46/355, 23-25=-46/355, 23-26=-129/713, 22-26=-129/713, 21-22=-129/713, 21-27=-90/471, 20-27=-90/471, 20-28=-90/471, 19-28=-90/471, 6-19=-377/141, 16-17=0/488, 16-29=0/488, 15-29=0/488 WEBS 1-23=-159/1195, 2-23=-620/223, 3-21=-410/164, 5-21=-85/609, 5-20=0/411, 5-19=-1652/195, 8-19=-1019/120, 8-17=-32/735, 11-17=-401/161, 12-15=0/488 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 24=148, 19=222. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss T20 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223719 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-7M4W2TnwuTjV8iBb7XB6mD4x8M8loXHhdm757LzsTTS Scale = 1:111.1 1 2 3 4 5 6 7 8 9 10 1112 13 14 27 26 25 24 2322 21 20 19 18 17 16 15 28 4x6 6x8 4x6 6x6 4x6 4x6 3x6 3x4 5x6 6x8 3x4 3x4 5x6 3x4 3x6 4x6 2x4 3x8 5x12 5x12 6x10 4x6 4x6 3x6 3x4 5x6 6-0-0 6-0-0 13-0-0 7-0-0 20-9-0 7-9-0 22-8-8 1-11-8 28-3-8 5-7-0 28-4-0 0-0-8 37-7-0 9-3-0 44-9-0 7-2-0 50-7-0 5-10-0 6-0-0 6-0-0 13-0-0 7-0-0 20-9-0 7-9-0 22-8-8 1-11-8 28-4-0 5-7-8 32-11-8 4-7-8 37-7-0 4-7-8 44-9-0 7-2-0 50-7-0 5-10-0 51-5-8 0-10-8 0-7-1410-4-1412-0-02-3-01-7-23-7-21-7-212-0-09.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-3-0], [13:0-2-8,0-2-8], [20:0-4-8,0-2-12], [22:0-2-0,0-2-12], [23:0-6-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.57 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.35 0.05 0.03 (loc) 18-19 18-19 20 25 l/defl >999 >756 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 428 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 2-27,23-25,5-22,20-22,12-16,13-15,13-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-22, 8-20 WEBS 1 Row at midpt 2-25, 4-23, 5-22, 18-20, 9-20, 10-18, 12-18 REACTIONS.(lb/size) 1=973/Mechanical, 20=2425/0-3-8, 15=804/0-3-8 Max Horz 1=-274(LC 4) Max Uplift1=-53(LC 6), 20=-206(LC 5), 15=-128(LC 7) Max Grav 1=982(LC 10), 20=2425(LC 1), 15=840(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1346/169, 2-3=-914/175, 3-4=-779/221, 4-5=-447/202, 8-9=-65/445, 9-10=-252/235, 10-11=-317/224, 11-12=-459/177, 12-13=-783/158, 13-15=-800/156 BOT CHORD 1-27=-170/1004, 26-27=-170/1004, 25-26=-170/1004, 5-23=0/460, 22-23=-122/444, 8-20=-1226/273, 17-18=0/562, 17-28=0/562, 16-28=0/562 WEBS 2-27=0/271, 2-25=-459/168, 4-25=-20/376, 23-25=-132/611, 4-23=-275/63, 5-22=-841/146, 20-22=-472/176, 8-22=-181/1104, 9-20=-998/83, 9-18=-3/693, 12-18=-414/156, 13-16=-8/567 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 20=206, 15=128. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss T21 Truss Type HALF HIP Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223720 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-7M4W2TnwuTjV8iBb7XB6mD4wgMFjoa9hdm757LzsTTS Scale: 3/16"=1' 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 3x4 4-7-6 4-7-6 5-10-13 1-3-7 -0-10-8 0-10-8 4-7-6 4-7-6 5-10-13 1-3-7 2-8-07-10-128-0-107-7-40-3-87-10-1214.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.13 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.00 0.01 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=291/0-3-8, 5=219/0-1-8 Max Horz 7=248(LC 6) Max Uplift5=-175(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-254/0 BOT CHORD 6-7=-294/25 WEBS 2-6=-14/299 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=175. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 Wedgewood 25 Legacy Job Reference (optional) I32223721 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-7M4W2TnwuTjV8iBb7XB6mD4svM6ooXihdm757LzsTTS Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 17 4x8 8x10 3x4 3x4 8x10 3x8 6x8 4x6 2x4 3x6 12x12 2x4 6-0-5 6-0-5 8-11-8 2-11-3 17-11-0 8-11-8 -0-10-8 0-10-8 3-1-15 3-1-15 6-0-5 2-10-7 8-11-8 2-11-3 13-3-8 4-4-0 17-11-0 4-7-8 1-0-1411-6-51-0-1414.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-0], [9:0-3-12,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.70 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.32 0.02 0.09 (loc) 9-10 9-10 9 9-10 l/defl >999 >667 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 293 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 6-10: 2x4 SP No.1 SLIDER Left 2x4 SPF-S Stud 2-4-7, Right 2x4 SPF-S Stud 3-5-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=5191/0-3-8, 2=4247/0-3-8 Max Horz 2=274(LC 4) Max Uplift9=-669(LC 5), 2=-983(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4815/1150, 3-4=-4753/1167, 4-5=-4625/1196, 5-6=-4226/891, 6-7=-4256/874, 7-8=-4374/815, 8-9=-4470/792 BOT CHORD 2-12=-779/2903, 11-12=-770/2999, 10-11=-770/2999, 10-13=-428/2762, 13-14=-428/2762, 14-15=-428/2762, 15-16=-428/2762, 16-17=-428/2762, 9-17=-428/2762 WEBS 5-12=-947/819, 5-10=-755/840, 6-10=-1248/6091 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=669, 2=983. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2352 lb down and 1196 lb up at 6-0-5, 1287 lb down and 160 lb up at 7-11-9, 1097 lb down and 55 lb up at 9-11-9, 1078 lb down and 55 lb up at 11-11-9, and 923 lb down and 65 lb up at 13-11-9, and 1097 lb down and 55 lb up at 15-11-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-9=-60, 2-14=-20, 14-16=-60, 9-16=-20 Continued on page 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 Wedgewood 25 Legacy Job Reference (optional) I32223721 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:42 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-bYeuFpnYfmsMlsmngFiLJRd1flS1X_yqsQsefnzsTTR LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-1287(B) 12=-2352(B) 13=-1097 14=-1078 15=-923(B) 17=-1097 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18800129 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 25 Legacy Job Reference (optional) I32223722 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-bYeuFpnYfmsMlsmngFiLJRd?tlWvX0PqsQsefnzsTTR Scale = 1:97.0 12 3 4 5 6 7 11 10 9 81213 14 15 16 17 18 19 20 3x6 4x6 2x4 6x8 4x8 4x6 4x6 2x4 5x6 5x6 9-3-8 9-3-8 18-7-0 9-3-8 -1-2-8 1-2-8 4-0-0 4-0-0 9-3-8 5-3-8 14-7-0 5-3-8 18-7-0 4-0-0 1-5-912-3-101-5-914.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.69 0.38 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.21 0.01 -0.04 (loc) 8-9 8-9 8 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 297 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-9,2-11,7-8: 2x4 SP No.1 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) 11=1371/0-3-8, 8=2648/0-3-8 Max Horz 11=321(LC 4) Max Uplift11=-13(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1415/0, 4-5=-1400/39, 5-6=-1417/39, 6-7=-976/0, 2-11=-266/174, 7-8=-781/0 BOT CHORD 11-12=-86/857, 12-13=-86/857, 10-13=-86/857, 10-14=-86/857, 9-14=-86/857, 9-15=0/931, 15-16=0/931, 16-17=0/931, 17-18=0/931, 18-19=0/931, 19-20=0/931, 8-20=0/931 WEBS 5-9=0/1643, 3-11=-1413/0, 6-8=-605/63 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 273 lb down and 523 lb up at 6-1-8, 83 lb up at 8-0-12, 510 lb down at 10-0-12, 492 lb down at 12-0-12, 470 lb down at 14-0-12, and 501 lb down at 16-0-12, and 498 lb down and 12 lb up at 17-11-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-7=-60, 11-12=-20, 10-12=-60, 10-16=-20, 16-18=-60, 8-18=-20 Concentrated Loads (lb) Vert: 13=229(F) 14=44(F) 15=-510(F) 16=-492(F) 17=-470(F) 19=-501(F) 20=-498(F) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 25 Legacy Job Reference (optional) I32223723 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-4kCGT9oAQ4_DN0L_EyDare9Cd9rWGJ__54cCBEzsTTQ Scale = 1:74.5 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 4x6 2x4 3x6 4x6 3x4 4x8 3x4 6x6 4x8 5x12 2x4 3x6 4x6 3x6 4x6 3x6 4x8 9-1-12 9-1-12 17-5-10 8-3-14 25-9-8 8-3-14 34-1-6 8-3-14 42-7-0 8-5-10 4-7-12 4-7-12 9-1-12 4-6-0 17-5-10 8-3-14 25-9-8 8-3-14 34-1-6 8-3-14 42-7-0 8-5-10 8-3-4Plate Offsets (X,Y)-- [3:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.49 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.24 0.02 0.16 (loc) 13-14 13-14 10 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 596 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 2-17,2-16,3-14,6-14,8-13,9-11: 2x4 SP No.1 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-9, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-17, 9-10, 3-16 REACTIONS.(lb/size) 17=-477/Mechanical, 10=3026/0-3-8, 16=5855/0-3-8 Max Uplift17=-477(LC 1), 10=-1619(LC 3), 16=-3152(LC 3) Max Grav 17=285(LC 3), 10=3026(LC 1), 16=5855(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-695/1297, 3-4=-1564/872, 4-5=-1564/872, 5-6=-1564/872, 6-7=-2847/1546, 7-8=-2847/1546, 8-9=-2404/1298, 9-10=-2471/1289 BOT CHORD 17-18=-571/321, 18-19=-571/321, 19-20=-571/321, 20-21=-571/321, 21-22=-571/321, 22-23=-571/321, 16-23=-571/321, 16-24=-1297/695, 24-25=-1297/695, 15-25=-1297/695, 15-26=-1297/695, 26-27=-1297/695, 27-28=-1297/695, 14-28=-1297/695, 14-29=-1546/2847, 29-30=-1546/2847, 30-31=-1546/2847, 31-32=-1546/2847, 13-32=-1546/2847, 13-33=-1298/2404, 12-33=-1298/2404, 12-34=-1298/2404, 34-35=-1298/2404, 35-36=-1298/2404, 11-36=-1298/2404 WEBS 2-17=-665/1180, 2-16=-1467/755, 3-16=-3124/1616, 3-14=-2160/3943, 5-14=-516/164, 6-14=-1770/930, 6-13=-522/734, 8-13=-343/611, 8-11=-967/406, 9-11=-1773/3281 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=477, 10=1619, 16=3152. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 25 Legacy Job Reference (optional) I32223723 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:43 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-4kCGT9oAQ4_DN0L_EyDare9Cd9rWGJ__54cCBEzsTTQ NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 199 lb down and 200 lb up at 1-9-4, 199 lb down and 200 lb up at 3-9-4, 199 lb down and 200 lb up at 5-9-4, 199 lb down and 200 lb up at 7-9-4, 199 lb down and 200 lb up at 9-9-4, 199 lb down and 200 lb up at 11-9-4, 199 lb down and 200 lb up at 13-9-4, 199 lb down and 200 lb up at 15-9-4, 199 lb down and 200 lb up at 17-9-4, 199 lb down and 200 lb up at 19-9-4, 199 lb down and 200 lb up at 21-9-4, 199 lb down and 200 lb up at 23-9-4, 199 lb down and 200 lb up at 25-9-4, 199 lb down and 200 lb up at 27-9-4, 199 lb down and 200 lb up at 29-9-4, 199 lb down and 200 lb up at 31-9-4 , 199 lb down and 200 lb up at 33-9-4, 199 lb down and 200 lb up at 35-9-4, 199 lb down and 200 lb up at 37-9-4, and 199 lb down and 200 lb up at 39-9-4, and 202 lb down and 198 lb up at 41-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-9=-60, 17-19=-20, 19-22=-60, 16-22=-20, 16-26=-60, 26-31=-20, 13-31=-60, 13-34=-20, 11-34=-60, 11-39=-20, 10-39=-60 Concentrated Loads (lb) Vert: 13=-199 18=-199 20=-199 21=-199 23=-199 24=-199 25=-199 27=-199 28=-199 29=-199 30=-199 31=-199 32=-199 33=-199 34=-199 35=-199 36=-199 37=-199 38=-199 40=-199 41=-202 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18800129 Truss TG04 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Wedgewood 25 Legacy Job Reference (optional) I32223724 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-YwmfgVpoBO64?AwAogkpOsiMpZBr?pp7JkLljgzsTTP Scale = 1:97.5 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 2728 29 30 31 32 3334 35 36 3738 3940 4142 43 44 45 46 47 48 49 50 51 52 3x4 5x6 4x6 4x6 4x6 3x4 3x4 4x6 4x6 4x6 4x8 2x4 4x8 2x4 4x6 6x10 4x8 4x8 4x6 4x6 3x4 4x6 5x6 7-2-12 7-2-12 14-3-12 7-1-0 21-4-12 7-1-0 28-3-8 6-10-12 28-4-0 0-0-8 34-7-1 6-3-1 40-10-3 6-3-1 50-7-0 9-8-13 7-2-12 7-2-12 14-3-12 7-1-0 21-4-12 7-1-0 28-4-0 6-11-4 34-7-1 6-3-1 40-10-3 6-3-1 45-9-0 4-10-13 50-7-0 4-10-0 51-5-8 0-10-8 7-9-39-6-102-3-01-7-29-4-59.00 12 Plate Offsets (X,Y)-- [19:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.59 0.48 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.18 0.02 0.12 (loc) 14-15 14-15 14 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 832 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 6-18: 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 1-23,2-21,5-21,5-19,8-19,8-17,8-15,9-15: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. WEBS 1 Row at midpt 5-19 REACTIONS.(lb/size) 24=2362/Mechanical, 19=5806/0-3-8, 14=1392/0-3-8 Max Horz 24=-280(LC 6) Max Uplift24=-1184(LC 4), 19=-3429(LC 4), 14=-824(LC 6) Max Grav 24=2372(LC 9), 19=5806(LC 1), 14=1392(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-2001/1015, 1-2=-1778/919, 2-3=-2036/1049, 3-4=-2036/1049, 4-5=-2036/1049, 5-6=-792/1440, 6-7=-798/1450, 7-8=-798/1450, 8-9=-883/820, 9-10=-1173/976, 10-11=-1190/941, 11-12=-282/243, 12-14=-323/215 BOT CHORD 24-25=-46/283, 25-26=-46/283, 26-27=-46/283, 27-28=-46/283, 23-28=-46/283, 23-29=-958/1778, 29-30=-958/1778, 30-31=-958/1778, 31-32=-958/1778, 22-32=-958/1778, 22-33=-958/1778, 21-33=-958/1778, 21-34=-535/1059, 34-35=-535/1059, 35-36=-535/1059, 36-37=-535/1059, 20-37=-535/1059, 20-38=-535/1059, 38-39=-535/1059, 39-40=-535/1059, 40-41=-535/1059, 41-42=-535/1059, 19-42=-535/1059, 18-19=-260/275, 6-19=-433/184, 17-46=-320/246, 16-46=-320/246, 16-47=-320/246, 47-48=-320/246, 48-49=-320/246, 15-49=-320/246, 15-50=-529/871, 50-51=-529/871, 51-52=-529/871, 14-52=-529/871 WEBS 1-23=-1311/2536, 2-23=-733/322, 2-21=-209/370, 3-21=-415/170, 5-21=-795/1418, 5-20=-598/1120, 5-19=-3549/1850, 17-19=-351/348, 8-19=-2644/1709, 8-17=-757/783, 8-15=-560/1086, 9-15=-495/348, 11-14=-1094/712 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=1184, 19=3429, 14=824.Continued on page 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss TG04 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Wedgewood 25 Legacy Job Reference (optional) I32223724 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:44 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-YwmfgVpoBO64?AwAogkpOsiMpZBr?pp7JkLljgzsTTP NOTES- 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 199 lb down and 181 lb up at 1-9-12, 199 lb down and 181 lb up at 3-9-12, 199 lb down and 181 lb up at 5-9-12, 199 lb down and 181 lb up at 7-9-12, 199 lb down and 181 lb up at 9-9-12, 199 lb down and 181 lb up at 11-9-12, 199 lb down and 181 lb up at 13-9-12, 199 lb down and 181 lb up at 15-9-12, 199 lb down and 181 lb up at 17-9-12, 199 lb down and 181 lb up at 19-9-12, 199 lb down and 181 lb up at 21-9-12, 199 lb down and 181 lb up at 23-9-12, 199 lb down and 181 lb up at 25-9-12, 199 lb down and 181 lb up at 27-9-12, 199 lb down and 261 lb up at 29-9-12, 199 lb down and 261 lb up at 31-9-12, 199 lb down and 261 lb up at 33-9-12, 199 lb down and 261 lb up at 35-9-12, 199 lb down and 261 lb up at 37-9-12, 199 lb down and 261 lb up at 38-9-7, 199 lb down and 261 lb up at 40-9-7, and 199 lb down and 187 lb up at 42-9-7, and 356 lb down and 366 lb up at 44-9-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-9=-60, 9-12=-60, 12-13=-60, 24-26=-60, 23-26=-20, 23-31=-60, 31-36=-20, 36-40=-60, 19-40=-20, 17-18=-20, 17-48=-60, 48-51=-20, 51-52=-60, 14-52=-20 Concentrated Loads (lb) Vert: 15=-199 25=-199 27=-199 28=-199 29=-199 30=-199 32=-199 33=-199 34=-199 35=-199 37=-199 38=-199 39=-199 41=-199 42=-199 43=-199 44=-199 45=-199 46=-199 47=-199 49=-199 50=-199 51=-356(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18800129 Truss TG05 Truss Type HALF HIP GIRDER Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223725 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-07K1trqQyhExcKVMMNF2w3FdozeukNVHYO5IG6zsTTO Scale = 1:49.4 1 2 3 4 7 6 5 8 9 4x8 2x4 4x6 2x4 3x4 3x6 3-3-15 3-3-15 5-10-13 2-6-14 -0-10-8 0-10-8 3-3-15 3-3-15 5-10-13 2-6-14 2-8-06-4-126-6-106-4-1214.00 12 Plate Offsets (X,Y)-- [3:0-5-2,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.05 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.01 (loc) 6 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=376/Mechanical, 7=382/0-3-8 Max Horz 7=201(LC 5) Max Uplift5=-350(LC 5), 7=-112(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-347/122 WEBS 3-5=-262/323 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=350, 7=112. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 100 lb up at 3-3-15, and 107 lb down and 93 lb up at 3-11-9 on top chord, and 64 lb down and 179 lb up at 3-3-15, and 71 lb down and 44 lb up at 3-11-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-76(B) 6=-37(B) 8=-100(B) 9=-35(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223726 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-07K1trqQyhExcKVMMNF2w3FdnzcKkPVHYO5IG6zsTTO Scale = 1:77.9 1 2 3 4 5 9 8 7 63x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-0-14 13-0-14 8-0-3 8-0-3 13-0-14 5-0-11 0-0-49-4-33-5-614.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.15 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 3-8: 2x4 SP No.1 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 3-8 REACTIONS.All bearings 13-0-10. (lb) - Max Horz 1=206(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8 except 1=-127(LC 4), 6=-115(LC 11), 9=-226(LC 6), 7=-211(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=471(LC 1), 9=441(LC 10), 7=434(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-271/239 WEBS 2-9=-270/280, 4-7=-245/253 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 1=127 , 6=115, 9=226, 7=211. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223727 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-07K1trqQyhExcKVMMNF2w3FdjzcMkNDHYO5IG6zsTTO Scale = 1:62.7 1 2 3 4 5 9 8 7 610 113x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-9-7 11-9-7 6-8-12 6-8-12 11-9-7 5-0-11 0-0-47-10-31-11-614.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.14 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S 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 11-9-3. (lb) - Max Horz 1=175(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 6, 8 except 1=-126(LC 4), 9=-194(LC 6), 7=-241(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=454(LC 1), 9=358(LC 10), 7=384(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-236/251, 4-7=-245/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8 except (jt=lb) 1=126, 9=194, 7=241. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223728 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-UJtP5Bq3j?MoEU4Zv5nHTHnkbNzQTt5Qn2qsoZzsTTN Scale = 1:51.2 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 10-5-13 10-5-13 10-6-0 0-0-3 5-5-5 5-5-5 10-6-0 5-0-11 0-0-46-4-30-5-1014.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14], [5:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.45 0.09 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 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 3-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x4 SPF-S 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 10-5-9. (lb) - Max Horz 1=-145(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-196(LC 6), 6=-209(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=304(LC 10), 6=310(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-248/273, 4-6=-252/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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=196, 6=209. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223729 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-UJtP5Bq3j?MoEU4Zv5nHTHnmGNyKTtjQn2qsoZzsTTN Scale = 1:41.7 1 2 3 43x4 4x6 3x4 2x4 0-0-3 0-0-3 8-3-12 8-3-9 4-1-14 4-1-14 8-3-12 4-1-14 0-0-44-10-30-0-414.00 12 Plate Offsets (X,Y)-- [1:0-0-15,0-1-8], [2:Edge,0-1-14], [3:0-0-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.28 0.16 0.07 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: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SP No.1 OTHERS 2x4 SPF-S 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=179/8-3-5, 3=179/8-3-5, 4=256/8-3-5 Max Horz 1=109(LC 5) Max Uplift1=-19(LC 7), 3=-15(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223730 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-UJtP5Bq3j?MoEU4Zv5nHTHnneNyMTuNQn2qsoZzsTTN Scale = 1:29.5 1 2 3 42x4 4x6 2x4 2x4 0-0-3 0-0-3 5-8-14 5-8-11 2-10-7 2-10-7 5-8-14 2-10-7 0-0-43-4-30-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.16 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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud 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) 1=127/5-8-8, 3=127/5-8-8, 4=155/5-8-8 Max Horz 1=-72(LC 4) Max Uplift1=-24(LC 7), 3=-20(LC 6) Max Grav 1=127(LC 1), 3=127(LC 1), 4=158(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223731 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-yVRnIXrhUJUfsdelToIW0UK_GmIcCL3Z?iaPK?zsTTM Scale = 1:14.5 1 2 3 2x4 3x4 2x4 0-0-3 0-0-3 3-2-1 3-1-13 1-7-0 1-7-0 3-2-1 1-7-0 0-0-41-10-30-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=101/3-1-10, 3=101/3-1-10 Max Horz 1=-36(LC 4) Max Uplift1=-4(LC 7), 3=-4(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223732 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-yVRnIXrhUJUfsdelToIW0UKy?mISCIzZ?iaPK?zsTTM Scale = 1:89.8 1 2 3 4 7 6 53x4 4x6 2x4 2x4 2x4 2x4 2x4 9-10-10 9-10-10 8-8-14 8-8-14 9-10-10 1-1-12 0-0-410-2-58-10-514.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.17 0.20 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: 68 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 OTHERS 2x4 SP No.1 *Except* 2-7: 2x4 SPF-S 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. WEBS 1 Row at midpt 4-5, 3-6 REACTIONS.All bearings 9-10-6. (lb) - Max Horz 1=278(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-253(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=345(LC 1), 7=486(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-358/117 WEBS 2-7=-297/340 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=253. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223733 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-Qi?9WtsJEccWTnDx1WplYit7jAdjxnTjEMJysRzsTTL Scale = 1:76.6 1 2 3 4 7 6 52x4 4x6 2x4 2x4 2x4 2x4 2x4 8-7-3 8-7-3 7-5-7 7-5-7 8-7-3 1-1-12 0-0-48-8-57-4-514.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.17 0.12 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: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S 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. WEBS 1 Row at midpt 3-6 REACTIONS.All bearings 8-6-15. (lb) - Max Horz 1=232(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-213(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=367(LC 1), 7=425(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-327/96 WEBS 2-7=-253/302 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=213. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223734 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-Qi?9WtsJEccWTnDx1WplYit85AaExmKjEMJysRzsTTL Scale: 3/16"=1' 1 2 3 4 7 6 582x4 4x6 2x4 2x4 2x4 2x4 2x4 7-3-12 7-3-12 6-2-0 6-2-0 7-3-12 1-1-12 0-0-47-2-55-10-514.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.33 0.19 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: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S 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 7-3-9. (lb) - Max Horz 1=186(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-191(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=356(LC 1), 7=340(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-307/90 WEBS 2-7=-230/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=191. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223735 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-Qi?9WtsJEccWTnDx1WplYit4zAZtxmkjEMJysRzsTTL Scale = 1:48.8 1 2 3 5 43x6 4x6 2x4 2x4 2x4 6-0-5 6-0-5 4-10-9 4-10-9 6-0-5 1-1-12 0-0-45-8-54-4-514.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.39 0.41 0.17 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: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 1=156/6-0-2, 4=-82/6-0-2, 5=371/6-0-2 Max Horz 1=139(LC 6) Max Uplift4=-103(LC 10), 5=-131(LC 6) Max Grav 1=156(LC 1), 4=39(LC 6), 5=371(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=103, 5=131. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223736 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-uuZYjCtx?wkN5xo8bDK_5vPFLayPgFlsT03WPtzsTTK Scale = 1:28.7 1 2 3 5 42x4 4x6 2x4 2x4 2x4 4-8-14 4-8-14 3-7-2 3-7-2 4-8-14 1-1-12 0-0-44-2-52-10-514.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.20 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=125/4-8-11, 4=19/4-8-11, 5=199/4-8-11 Max Horz 1=93(LC 6) Max Uplift4=-37(LC 7), 5=-18(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss V12 Truss Type VALLEY Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223737 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-uuZYjCtx?wkN5xo8bDK_5vPJ1aztgDRsT03WPtzsTTK Scale = 1:82.7 1 2 3 4 7 6 52x4 4x6 2x4 2x4 2x4 2x4 2x4 0-0-3 0-0-3 8-11-13 8-11-10 8-0-14 8-0-14 8-11-13 0-10-15 0-0-49-5-08-4-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.17 0.14 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: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud OTHERS 2x4 SP No.1 *Except* 2-7: 2x4 SPF-S 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. WEBS 1 Row at midpt 4-5, 3-6 REACTIONS.All bearings 8-11-9. (lb) - Max Horz 1=260(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 6 except 5=-116(LC 10), 7=-231(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=386(LC 1), 7=450(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-358/102 WEBS 2-7=-272/320 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6 except (jt=lb) 5=116, 7=231. 6) Non Standard bearing condition. Review required. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss V13 Truss Type VALLEY Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223738 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-uuZYjCtx?wkN5xo8bDK_5vPImawbgCwsT03WPtzsTTK Scale = 1:70.2 1 2 3 4 7 6 582x4 4x6 2x4 2x4 2x4 2x4 2x4 0-0-3 0-0-3 7-8-6 7-8-3 6-9-7 6-9-7 7-8-6 0-10-15 0-0-47-11-06-10-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.38 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S 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 7-8-2. (lb) - Max Horz 1=214(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 6 except 5=-118(LC 10), 7=-198(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=393(LC 1), 7=369(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-329/84 WEBS 2-7=-237/292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6 except (jt=lb) 5=118, 7=198. 6) Non Standard bearing condition. Review required. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss V14 Truss Type VALLEY Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223739 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-M47wxYuZmEsEj5NK8wrDd7yTP_I9PgT0igo3xKzsTTJ Scale = 1:58.1 1 2 3 4 7 6 52x4 4x6 2x4 2x4 2x4 2x4 2x4 0-0-3 0-0-3 6-4-15 6-4-12 5-6-0 5-6-0 6-4-15 0-10-15 0-0-46-5-05-4-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.23 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: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S 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 6-4-11. (lb) - Max Horz 1=167(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-198(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=308(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-337/84 WEBS 2-7=-243/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=198. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss V15 Truss Type VALLEY Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223740 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-M47wxYuZmEsEj5NK8wrDd7yNO_H2Phe0igo3xKzsTTJ Scale = 1:42.6 1 2 3 5 42x4 4x6 2x4 2x4 2x4 0-0-3 0-0-3 5-1-8 5-1-5 4-2-9 4-2-9 5-1-8 0-10-15 0-0-44-11-03-10-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.59 0.30 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=148/5-1-5, 4=-11/5-1-5, 5=236/5-1-5 Max Horz 1=121(LC 6) Max Uplift4=-61(LC 2), 5=-31(LC 6) Max Grav 1=148(LC 1), 5=240(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss V16 Truss Type VALLEY Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223741 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-M47wxYuZmEsEj5NK8wrDd7ySS_JnPiI0igo3xKzsTTJ Scale: 1/2"=1' 1 2 3 5 42x4 4x6 2x4 2x4 2x4 0-0-3 0-0-3 3-10-1 3-9-14 2-11-2 2-11-2 3-10-1 0-10-15 0-0-43-5-02-4-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.13 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=99/3-9-14, 4=13/3-9-14, 5=158/3-9-14 Max Horz 1=75(LC 6) Max Uplift4=-29(LC 7), 5=-16(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss V17 Truss Type VALLEY Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223742 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-rHhI8uuBXX_5LFyWieMSAKVgFOhX89o9wKYdTmzsTTI Scale = 1:15.0 1 2 3 5 4 2x4 4x6 3x8 2x4 0-0-3 0-0-3 2-6-10 2-6-7 1-7-11 1-7-11 2-6-10 0-10-15 0-0-41-11-00-10-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14], [3:0-5-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=51/2-6-7, 4=26/2-6-7, 5=90/2-6-7 Max Horz 1=35(LC 5) Max Uplift1=-13(LC 7), 4=-21(LC 7), 5=-7(LC 5) Max Grav 1=51(LC 10), 4=26(LC 1), 5=90(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223743 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-rHhI8uuBXX_5LFyWieMSAKVfwOgw89f9wKYdTmzsTTI Scale = 1:19.7 1 2 3 5 4 2x4 4x6 2x4 2x4 2x4 3-5-7 3-5-7 2-3-11 2-3-11 3-5-7 1-1-12 0-0-42-8-51-4-514.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=76/3-5-4, 4=33/3-5-4, 5=131/3-5-4 Max Horz 1=52(LC 5) Max Uplift1=-13(LC 7), 4=-29(LC 7), 5=-11(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 Job B18800129 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood 25 Legacy Job Reference (optional) I32223744 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 12:42:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-rHhI8uuBXX_5LFyWieMSAKVhyOhE8929wKYdTmzsTTI Scale = 1:10.6 1 2 3 2x4 3x4 2x4 0-0-3 0-0-3 2-0-9 2-0-6 1-0-5 1-0-5 2-0-9 1-0-4 0-0-41-2-50-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.02 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=57/2-0-2, 3=57/2-0-2 Max Horz 1=20(LC 5) Max Uplift1=-2(LC 7), 3=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 23,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS 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 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL 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.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 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"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. 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 InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge 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 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 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 System General 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.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses 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.