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HomeMy WebLinkAbout18030109 TrussesRe: Johnson, Andrew Pages or sheets covered by this seal: I32817702 thru I32817780 My license renewal date for the state of Indiana is July 31, 2018. B18800953 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 80 Westvale 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. March 26,2018 Job B18800953 Truss GE01 Truss Type Common Structural Gable Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817702 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-oKZYk3H1qSVrEK4fNOHofiUbPlXF94xIKqnzDRzX7S0 Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x4 3x4 3x6 4x6 3x6 3x4 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 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 23-11-0 23-11-0 -1-2-8 1-2-8 11-11-8 11-11-8 23-11-0 11-11-8 25-1-8 1-2-8 1-1-511-0-141-1-510.00 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) 0.29 0.14 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) 23 23 24 23 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 172 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 12-33,11-34,10-36,13-32,14-31: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 12-33, 11-34, 10-36, 13-32, 14-31 REACTIONS.All bearings 23-11-0. (lb) - Max Horz 43=-263(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 34, 36, 37, 38, 39, 40, 41, 31, 30, 29, 28, 27, 26 except 43=-195(LC 4), 24=-147(LC 5), 42=-185(LC 5), 25=-155(LC 4) Max Grav All reactions 250 lb or less at joint(s) 24, 34, 36, 37, 38, 39, 40, 41, 42, 32, 31, 30, 29, 28, 27, 26, 25 except 43=251(LC 5), 33=295(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-18/277, 11-12=-21/290, 12-13=-21/290, 13-14=-18/277 WEBS 12-33=-306/0 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; 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) 34, 36, 37, 38, 39, 40, 41, 31, 30, 29, 28, 27, 26 except (jt=lb) 43=195, 24=147, 42=185, 25=155. 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. March 26,2018 Job B18800953 Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817703 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-GW7wxPHfbmdisTfrx5o1Bv1kU9sTuXCRZUWWluzX7S? Scale = 1:79.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 3x6 4x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-7-0 15-7-0 -0-10-8 0-10-8 7-9-8 7-9-8 15-7-0 7-9-8 16-5-8 0-10-8 1-10-149-8-61-10-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.20 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 110 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 8-22: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22 REACTIONS.All bearings 15-7-0. (lb) - Max Horz 28=239(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-298(LC 4), 16=-283(LC 5), 27=-276(LC 5), 17=-265(LC 4) Max Grav All reactions 250 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=299(LC 5), 16=283(LC 4), 22=352(LC 7), 27=274(LC 4), 17=262(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-26/308, 7-8=-27/330, 8-9=-27/330, 9-10=-26/308 WEBS 8-22=-402/0 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; 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) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=298, 16=283, 27=276, 17=265. 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. March 26,2018 Job B18800953 Truss GE03 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817704 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-kjhI9lIHM4lZTdD2UpJGk7arOZ6Ad_Ybo8G4IKzX7S_ Scale = 1:106.9 12 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 43 42 41 40 39 38 37 36 35 3433 32 31 30 29 28 27 26 25 24 23 3x8 3x8 3x6 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 25-3-8 25-3-8 -1-2-8 1-2-8 11-10-7 11-10-7 25-3-8 13-5-1 2-7-512-6-010.00 12 Plate Offsets (X,Y)-- [12:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.64 0.62 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 -0.00 (loc) 1 1 23 2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 275 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 8-38,6-39,5-40,4-41,3-42: 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.): 12-22. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 22-23, 21-24, 20-25, 19-26, 18-27, 17-28, 16-29, 15-30, 14-31, 13-32, 12-33, 11-35, 10-36, 9-37 REACTIONS.All bearings 25-3-8. (lb) - Max Horz 43=380(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 23, 25, 26, 27, 28, 29, 30, 31, 32, 33, 35, 36, 37, 38, 39, 40, 41 except 43=-471(LC 4), 24=-107(LC 4), 42=-814(LC 5) Max Grav All reactions 250 lb or less at joint(s) 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 35, 36, 37, 38, 39, 40, 41 except 43=891(LC 5), 42=467(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-43=-524/287, 2-3=-525/300, 3-4=-266/168, 4-5=-265/178 WEBS 3-42=-221/390 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) 23, 25, 26, 27, 28, 29, 30, 31, 32, 33, 35, 36, 37, 38, 39, 40, 41 except (jt=lb) 43=471, 24=107, 42=814. 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. 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. March 26,2018 Job B18800953 Truss GE04 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817705 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-CvFgM5Jv7NtP5noE2WrVHK66SzYhMRok0o?dpmzX7Rz Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 233x8 2x4 3x6 3x6 3x4 3x6 3x6 2x4 4x6 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 5x6 2x4 2x4 2x4 2x4 24-4-6 24-4-6 25-10-0 1-5-10 9-7-12 9-7-12 15-3-0 5-7-4 25-10-0 10-7-0 27-0-8 1-2-8 1-2-212-0-01-5-01-2-210-9-1412.00 12 12.00 12 Plate Offsets (X,Y)-- [9:0-2-8,Edge], [14:0-4-4,0-1-12], [18:0-3-0,0-3-0], [37:0-1-10,0-1-8] 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) 0.30 0.15 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.00 (loc) 22 22 23 22 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 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 14-31,13-32,12-33,11-34,10-35,8-36,15-30: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 9-14. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 26-27,25-26,24-25. WEBS 1 Row at midpt 14-31, 13-32, 12-33, 11-34, 10-35, 8-36, 15-30 REACTIONS.All bearings 25-10-0. (lb) - Max Horz 43=-302(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 32, 33, 34, 36, 38, 39, 40, 41, 30, 29, 28, 27, 26 except 43=-311(LC 4), 42=-230(LC 5), 25=-101(LC 7) Max Grav All reactions 250 lb or less at joint(s) 23, 24, 31, 32, 33, 34, 35, 36, 38, 39, 40, 41, 30, 29, 28, 27, 26, 25 except 43=303(LC 5), 42=259(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-276/317, 5-6=-80/269, 6-7=-41/310, 7-8=-33/364, 8-9=-35/368, 9-10=-4/297, 10-11=-4/297, 11-12=-4/297, 12-13=-4/297, 13-14=-5/297, 14-15=-31/387, 15-16=-27/346, 16-17=-30/285 WEBS 2-43=-364/391 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; 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 32, 33, 34, 36, 38, 39, 40, 41, 30, 29, 28, 27, 26 except (jt=lb) 43=311, 42=230, 25=101. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 43, 24, 31, 32, 33, 34, 35, 36, 38, 39, 40, 41, 42, 30, 29, 28, 27, 26, 25. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) 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. March 26,2018 Job B18800953 Truss GE05 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817706 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-g5p2aRKXuh?GjxNQcEMkpYfJCMw_5shtFSlBLCzX7Ry Scale = 1:109.5 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 22 20 1617 21 19 18 23 24 3x6 3x6 4x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-9-0 1-9-0 3-0-2 1-3-3 4-4-2 1-4-0 7-8-0 3-3-14 -1-2-8 1-2-8 1-9-0 1-9-0 5-9-14 4-0-15 7-8-0 1-10-2 8-11-811-0-08-10-311-0-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12], [6:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.02 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.01 (loc) 1 1 9 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 112 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-15,8-9,2-14: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 5-16,4-17,15-18: 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: 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-15, 8-9, 7-10, 2-14 JOINTS 1 Brace at Jt(s): 16, 19, 20, 21, 22 REACTIONS.All bearings 7-8-0. (lb) - Max Horz 15=84(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 11, 10 except 15=-208(LC 4), 14=-455(LC 5) Max Grav All reactions 250 lb or less at joint(s) 9, 11, 14, 10, 13, 12 except 15=413(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 14-18=-180/445 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) 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 11, 10 except (jt=lb) 15=208, 14=455. 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. March 26,2018 Job B18800953 Truss GE06 Truss Type GABLE Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817707 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-9IMRnnL9f?77K5ydAxtzMlCNEm3SqAr1U6UktfzX7Rx Scale = 1:142.2 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 1447 48 49 50 51 52 53 4x6 6x6 4x6 6x6 4x8 4x6 4x6 3x8 4x6 2x4 3x8 4x8 2x4 2x4 3x8 2x4 4x8 3x4 3x8 2x4 6x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-9-7 6-9-7 16-9-12 10-0-5 21-1-5 4-3-9 28-9-8 7-8-3 36-5-4 7-7-12 36-5-11 0-0-7 44-3-10 7-9-15 51-3-0 6-11-6 -1-2-8 1-2-8 6-9-7 6-9-7 13-3-6 6-5-15 21-1-5 7-9-15 28-9-8 7-8-3 36-5-11 7-8-3 44-3-10 7-9-15 51-3-0 6-11-6 1-0-312-1-06-3-812-1-010.00 12 Plate Offsets (X,Y)-- [34:0-1-11,0-1-4] 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) 0.61 0.84 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.47 0.02 0.02 (loc) 21-23 21-23 14 18-20 l/defl >999 >422 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 438 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-23,13-14: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 32-33,15-34,35-37: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 4-4-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 6-21, 7-21, 7-18, 9-18, 11-18, 11-17, 11-15, 12-15 REACTIONS.All bearings 0-3-8. (lb) - Max Horz 2=351(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 14 except 21=-244(LC 5), 17=-122(LC 5) Max Grav All reactions 250 lb or less at joint(s) except 2=695(LC 10), 21=2240(LC 1), 17=1547(LC 11), 14=786(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-682/67, 3-4=-562/101, 5-6=-75/298, 6-7=-30/286, 7-8=-409/243, 8-9=-409/243, 9-10=-409/243, 10-11=-409/243, 11-12=-283/207, 12-13=-463/186, 13-14=-656/128 BOT CHORD 2-47=-168/432, 23-47=-168/432, 23-48=-168/432, 22-48=-168/432, 21-22=-168/432 WEBS 4-23=0/427, 4-21=-669/167, 6-21=-526/144, 7-21=-1257/190, 7-20=0/324, 7-18=-29/410, 9-18=-430/174, 11-18=-70/473, 11-17=-1101/211, 11-15=0/252, 13-15=-35/358 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; 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) 2, 14 except (jt=lb) 21=244, 17=122. 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. March 26,2018 Job B18800953 Truss GE07 Truss Type Monopitch Structural Gable Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817708 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-dUwp?7LnQIF_yFXpjfOCuzkcAAc8ZkeAimEHQ5zX7Rw Scale = 1:124.6 1 23 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 2425 2x4 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 2x4 2x4 13-5-0 13-5-0 13-5-0 13-5-0 3-11-1015-1-1210.00 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) 0.34 0.04 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 149 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 12-13: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 5-19,4-20,3-21,2-22: 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 14-25, 10-15, 9-16, 8-17, 7-18 2 Rows at 1/3 pts 12-13 JOINTS 1 Brace at Jt(s): 25 REACTIONS.All bearings 13-5-0. (lb) - Max Horz 23=338(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 23, 13, 14, 15, 16, 17, 18, 19, 20, 21 except 22=-1000(LC 6) Max Grav All reactions 250 lb or less at joint(s) 13, 14, 15, 16, 17, 18, 19, 20, 21, 22 except 23=1244(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-1217/96, 1-2=-415/39, 2-3=-393/38, 3-4=-333/33, 4-5=-289/29 BOT CHORD 22-23=-329/28 WEBS 1-22=-87/1025 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 23, 13, 14, 15, 16, 17, 18, 19, 20, 21 except (jt=lb) 22=1000. 9) "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. March 26,2018 Job B18800953 Truss GE08 Truss Type Piggyback Base Structural Gable COMMON l l Gable l Gable Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817709 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-Zt2ZPoN2xwViBYhBr4Qg_Oqto_En1jRTA4jOU_zX7Ru Scale = 1:91.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2627 2829 30 31 5958 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 3x12 5x6 3x6 3x6 3x6 5x6 34-3-8 34-3-8 -1-2-8 1-2-8 13-9-6 13-9-6 34-3-8 20-6-2 1-0-312-6-010.00 12 Plate Offsets (X,Y)-- [9:0-2-4,0-3-4], [14:0-3-0,0-0-4], [41:0-3-0,0-3-0], [59:0-6-10,0-1-8] 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) 0.65 0.29 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 -0.00 (loc) 1 1 32 2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 369 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 31-32: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 10-52,8-53,7-54,6-55,5-56,4-57,3-58: 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.): 14-31. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 31-32, 30-33, 29-34, 28-35, 26-36, 25-37, 24-38, 23-39, 22-40, 21-41, 20-42, 19-43, 18-44, 17-45, 16-46, 15-47, 13-48, 12-50, 11-51 REACTIONS.All bearings 34-3-8. (lb) - Max Horz 59=413(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 59, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 50, 51, 52, 53, 54, 55, 56 except 58=-459(LC 6) Max Grav All reactions 250 lb or less at joint(s) 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 58 except 59=629(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-59=-399/41, 2-3=-552/55, 3-4=-408/39, 4-5=-369/36, 5-6=-324/32, 6-7=-280/28 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 59, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 50, 51, 52, 53, 54, 55, 56 except (jt=lb) 58=459. 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. March 26,2018 Job B18800953 Truss GE09 Truss Type Piggyback Base Structural Gable COMMON l l Gable l Gable Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817710 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-Zt2ZPoN2xwViBYhBr4Qg_Oqs6_Ep1ibTA4jOU_zX7Ru Scale = 1:84.6 1 23 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 5x12 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-11-0 13-11-0 -1-2-8 1-2-8 7-9-0 7-9-0 13-11-0 6-2-0 1-5-810-6-014.00 12 Plate Offsets (X,Y)-- [9:0-2-11,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) 0.76 0.28 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 -0.03 (loc) 1 1 15 1-2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 130 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 14-15: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 13-16,12-17,11-18,10-19,8-20: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 9-14. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 14-15, 13-16, 12-17, 11-18, 10-19, 8-20 REACTIONS.All bearings 13-11-0. (lb) - Max Horz 25=364(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 25, 15, 16, 17, 18, 19, 20, 21, 22 except 24=-511(LC 6) Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 except 25=576(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-94/494, 3-4=-568/76, 4-5=-258/37 WEBS 4-24=-70/392, 3-25=-930/70 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; end vertical left 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 15, 16, 17, 18, 19, 20, 21, 22 except (jt=lb) 24=511. 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. March 26,2018 Job B18800953 Truss M01 Truss Type Monopitch Qty 5 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817711 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-13cxd8OgiDdZpiGOPnxvWbMAGNd7mATcPkSy0QzX7Rt Scale = 1:25.4 1 2 3 5 4 2x4 2x4 3x6 3x4 1-8-0 1-8-0 -0-10-8 0-10-8 1-8-0 1-8-0 1-10-143-6-143-3-60-3-83-6-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.02 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=139/0-3-8, 4=32/0-1-8 Max Horz 5=113(LC 6) Max Uplift4=-121(LC 6) Max Grav 5=139(LC 1), 4=34(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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=121. 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. March 26,2018 Job B18800953 Truss M02 Truss Type MONOPITCH Qty 4 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817712 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-13cxd8OgiDdZpiGOPnxvWbM4mNYCm9ucPkSy0QzX7Rt Scale = 1:62.5 1 2 3 5 4 2x4 2x4 3x6 4x6 3x8 8-0-0 8-0-0 4-0-0 4-0-0 8-0-0 4-0-0 1-11-68-7-610.00 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) 0.51 0.34 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.34 0.00 -0.00 (loc) 4-5 4-5 4 5 l/defl >671 >270 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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) 4=308/0-3-8, 5=308/0-3-8 Max Horz 5=198(LC 6) Max Uplift4=-154(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=154. 5) "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. March 26,2018 Job B18800953 Truss M03 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817713 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-VFAJqUOITXlQRsrayUT83pvE1nt0VYfmdOCVZszX7Rs Scale = 1:106.5 1 2 3 4 7 6 5 8 9 3x6 3x4 3x4 2x4 3x8 3x4 4x6 2x4 6-8-8 6-8-8 13-5-0 6-8-8 6-8-8 6-8-8 13-5-0 6-8-8 3-11-1015-1-1210.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.54 0.43 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.16 -0.01 0.06 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-7,1-6,3-8: 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 9-8-9 oc bracing. WEBS 1 Row at midpt 3-5 2 Rows at 1/3 pts 4-5 REACTIONS.(lb/size) 5=623/0-3-8, 7=579/Mechanical Max Horz 7=338(LC 6) Max Uplift5=-393(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-461/0, 1-7=-535/0 BOT CHORD 6-7=-352/32, 6-9=-258/272, 5-9=-258/272 WEBS 3-6=-270/223, 3-5=-466/444, 1-6=-2/288 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; porch 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, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=393. 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. March 26,2018 Job B18800953 Truss M04 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817714 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-VFAJqUOITXlQRsrayUT83pvEfnotVSdmdOCVZszX7Rs Scale = 1:111.7 12 3 4 5 6 10 9 8 7 11 12 13 14 15 3x6 3x4 3x6 3x6 3x6 4x6 3x6 3x8 2x4 3x8 8-5-12 8-5-12 16-11-8 8-5-12 -1-2-8 1-2-8 5-9-0 5-9-0 11-0-0 5-3-0 16-11-8 5-11-8 1-0-315-1-1210.00 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) 0.56 0.76 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.41 0.01 0.16 (loc) 7-8 7-8 7 7-8 l/defl >866 >490 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 106 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-7,5-8,5-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing. WEBS 1 Row at midpt 5-7 2 Rows at 1/3 pts 6-7 REACTIONS.(lb/size) 7=828/0-3-8, 10=864/0-3-8 Max Horz 10=490(LC 6) Max Uplift7=-396(LC 6), 10=-41(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-393/313, 3-4=-717/147, 4-5=-539/183, 2-10=-435/278 BOT CHORD 10-12=-415/572, 12-13=-415/572, 9-13=-415/572, 8-9=-415/572, 8-14=-234/343, 14-15=-234/343, 7-15=-234/343 WEBS 5-8=-434/585, 5-7=-639/439, 3-10=-496/0 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; porch 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, with BCDL = 10.0psf. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 7=396. 5) "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. March 26,2018 Job B18800953 Truss M05 Truss Type MONOPITCH Qty 4 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817715 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 09:30:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-JCt_kQ7iw8ZFWumaZV?fbsV_ddeZKXJO17cfhLzX646 Scale = 1:71.9 1 2 4 3 5 6 7 4x6 4x8 3x8 3x4 3x4 7-2-8 7-2-8 7-2-8 7-2-8 6-3-812-3-1010-1-1212-3-1010.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [2:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.48 0.26 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.21 -0.21 0.03 (loc) 3-4 3-4 6 3 l/defl >976 >399 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-4: 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. WEBS 1 Row at midpt 1-3 REACTIONS.(lb/size) 4=359/0-3-8, 6=271/0-3-0 Max Horz 4=265(LC 6) Max Uplift6=-280(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-7=-282/66, 3-7=-282/66 WEBS 1-3=-80/365, 2-6=-282/351 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, with BCDL = 10.0psf. 4) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 280 lb uplift at joint 6. 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. March 26,2018 Job B18800953 Truss M06 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817716 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-zSki2qPwErtH20PmWC_Nb0RQyBFAE?7vs2x25IzX7Rr Scale: 1/8"=1' 1 2 5 4 3 6 7 8 5x8 5x8 3x4 2x4 3x4 3x4 1-4-0 1-4-0 1-5-12 0-1-12 7-2-8 5-8-12 7-2-8 7-2-8 6-3-812-3-1010-1-1212-3-1010.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-10], [2:0-2-0,0-2-12] 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) 0.46 0.31 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.08 -0.23 0.03 (loc) 3-4 3-4 7 3 l/defl >999 >835 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-5,1-4: 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. WEBS 1 Row at midpt 2-4 REACTIONS.(lb/size) 4=390/0-3-8, 7=281/0-3-0 Max Horz 4=265(LC 6) Max Uplift7=-333(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-539/107, 2-7=-291/415 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, with BCDL = 10.0psf. 4) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=333. 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. March 26,2018 Job B18800953 Truss MG02 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 80 Westvale Job Reference (optional) I32817717 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-zSki2qPwErtH20PmWC_Nb0RTxBHNE0bvs2x25IzX7Rr Scale = 1:113.5 1 2 3 4 5 6 7 11 10 9 8 12 13 3x6 2x4 4x6 3x12 4x6 4x6 3x6 2x4 3x6 3x8 2x4 3-5-0 3-5-0 10-0-8 6-7-8 16-11-8 6-11-0 -1-2-8 1-2-8 3-5-0 3-5-0 10-0-8 6-7-8 16-11-8 6-11-0 1-0-315-1-1210.00 12 Plate Offsets (X,Y)-- [2:0-7-10,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) 0.27 0.16 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.03 0.01 0.01 (loc) 8-9 9-11 8 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 254 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 4-11,4-9,6-12: 2x4 SPF-S Stud SLIDER Left 2x6 SP No.1 2-2-15 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 2 Rows at 1/3 pts 7-8 REACTIONS.(lb/size) 8=855/0-3-8, 2=1092/0-3-8 Max Horz 2=469(LC 5) Max Uplift8=-376(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1245/0, 3-4=-1183/0, 4-5=-710/0, 5-6=-480/0 BOT CHORD 2-11=-321/869, 10-11=-321/869, 9-10=-321/869, 9-13=-190/458, 8-13=-190/458 WEBS 4-11=0/370, 4-9=-460/147, 6-9=-105/523, 6-8=-765/320 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; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) except (jt=lb) 8=376. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 377 lb down at 3-5-0 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: 1-7=-60, 2-9=-20, 9-13=-60, 8-13=-20 Concentrated Loads (lb) Vert: 11=-377(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. March 26,2018 Job B18800953 Truss PB01 Truss Type GABLE Qty 4 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817718 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-ReI4FAQY?8?8gA_z4vVc8E_fobdpzVa35ihcdlzX7Rq Scale = 1:80.3 1 2 3 4 5 6 7 8 15 14 13 12 11 10 91617 4x6 2x4 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-9-10 20-9-10 11-10-2 11-10-2 20-9-10 8-11-8 0-4-139-8-159-10-70-1-82-3-60-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.15 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.00 -0.00 (loc) 1 1 9 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 20-2-1. (lb) - Max Horz 2=248(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9, 12 except 2=-119(LC 4), 14=-124(LC 6), 15=-112(LC 6), 11=-125(LC 7), 10=-141(LC 7) Max Grav All reactions 250 lb or less at joint(s) 9, 2 except 12=448(LC 1), 14=502(LC 10), 15=346(LC 1), 11=507(LC 11), 10=332(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-268/247, 4-5=-90/265, 5-6=-91/253 WEBS 5-12=-259/56, 4-14=-262/173, 6-11=-267/175 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; 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) 9, 12 except (jt=lb) 2=119, 14=124, 15=112, 11=125, 10=141. 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. March 26,2018 Job B18800953 Truss PB02 Truss Type GABLE Qty 4 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817719 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-ReI4FAQY?8?8gA_z4vVc8E_fobdgzVG35ihcdlzX7Rq Scale = 1:104.1 12 3 4 5 6 7 8 9 16 15 14 13 12 11 1017 3x6 4x6 2x4 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 23-3-2 23-3-2 15-6-2 15-6-2 23-3-2 7-9-0 0-4-1312-9-1012-11-20-1-86-4-20-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.16 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.00 -0.00 (loc) 1 1 10 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 108 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 4-15,3-16: 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 7-12, 6-14, 8-11 REACTIONS.All bearings 22-7-9. (lb) - Max Horz 2=278(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 10 except 2=-111(LC 4), 14=-123(LC 6), 15=-112(LC 6), 16=-113(LC 6), 11=-128(LC 7) Max Grav All reactions 250 lb or less at joint(s) 10, 2 except 12=446(LC 1), 14=501(LC 10), 15=476(LC 1), 16=326(LC 10), 11=519(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-343/226, 3-4=-262/214 WEBS 6-14=-259/171, 8-11=-269/178 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; end vertical left 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) 10 except (jt=lb) 2=111, 14=123, 15=112, 16=113, 11=128. 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. March 26,2018 Job B18800953 Truss PB03 Truss Type Piggyback Qty 3 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817720 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-wqrSTWRAmS7?IJZ9ed0rhRXrq?zxiyVCJMQ9ABzX7Rp Scale = 1:104.1 12 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 142223 3x6 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 31-0-4 31-0-4 15-6-2 15-6-2 31-0-4 15-6-2 0-4-1312-9-1012-11-20-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [12:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.16 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.01 0.00 (loc) 12 13 12 12 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 129 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 7-17,6-19,8-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-17, 6-19, 8-16 REACTIONS.All bearings 29-9-2. (lb) - Max Horz 2=-291(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 12 except 19=-123(LC 6), 20=-113(LC 6), 21=-112(LC 6), 16=-122(LC 7), 15=-113(LC 7), 14=-111(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 17=398(LC 1), 19=500(LC 10), 20=476(LC 1), 21=326(LC 10), 16=500(LC 11), 15=476(LC 1), 14=326(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-289/173 WEBS 6-19=-259/170, 8-16=-259/170 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; 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, 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 except (jt=lb) 19=123, 20=113, 21=112, 16=122, 15=113, 14=111. 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. March 26,2018 Job B18800953 Truss PB04 Truss Type GABLE Qty 3 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817721 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-wqrSTWRAmS7?IJZ9ed0rhRXrj?ztizuCJMQ9ABzX7Rp Scale = 1:100.8 12 3 4 5 6 7 8 14 13 12 11 10 9 3x6 4x6 2x4 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-5-10 18-5-10 15-0-2 15-0-2 18-5-10 3-5-8 0-4-1312-4-1012-6-20-1-89-6-00-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.16 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 9 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 88 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 4-13,3-14: 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 8-9, 7-10, 6-11 REACTIONS.All bearings 17-10-1. (lb) - Max Horz 2=324(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 2 except 11=-124(LC 6), 13=-113(LC 6), 14=-108(LC 6) Max Grav All reactions 250 lb or less at joint(s) 9, 2 except 10=449(LC 1), 11=509(LC 10), 13=405(LC 1), 14=272(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-389/128, 3-4=-274/119 WEBS 6-11=-259/171 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; end vertical left 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) 9, 2 except (jt=lb) 11=124, 13=113, 14=108. 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. March 26,2018 Job B18800953 Truss PB05 Truss Type GABLE Qty 5 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817722 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-wqrSTWRAmS7?IJZ9ed0rhRXoP?ywiwHCJMQ9ABzX7Rp Scale = 1:80.7 1 2 3 4 5 6 9 8 7 3x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 13-8-9 13-8-9 13-8-9 13-8-9 0-4-1311-5-20-1-811-3-100-1-810.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-1-8] 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) 0.34 0.22 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.01 (loc) 1 1 7 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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. WEBS 1 Row at midpt 6-7 REACTIONS.All bearings 13-1-0. (lb) - Max Horz 2=346(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7 except 8=-109(LC 6), 9=-154(LC 6) Max Grav All reactions 250 lb or less at joint(s) 7, 2 except 8=497(LC 1), 9=495(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-374/105 WEBS 3-9=-301/201 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 4-0-0 oc. 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) 7 except (jt=lb) 8=109 , 9=154. 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. 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. March 26,2018 Job B18800953 Truss PB06 Truss Type Piggyback Qty 9 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817723 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-O0PqgsRpXmFsvT8LBKX4Df31zOLgRSbMY0AjidzX7Ro Scale = 1:23.6 1 2 3 4 5 6 4x6 2x4 2x4 2x4 5-7-4 5-7-4 2-9-10 2-9-10 5-7-4 2-9-10 0-5-32-9-100-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=135/4-5-14, 4=135/4-5-14, 6=131/4-5-14 Max Horz 2=55(LC 5) Max Uplift2=-27(LC 6), 4=-32(LC 7) Max Grav 2=135(LC 1), 4=135(LC 1), 6=137(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; 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. March 26,2018 Job B18800953 Truss PB07 Truss Type Piggyback Qty 13 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817724 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-O0PqgsRpXmFsvT8LBKX4Df304OK6RSQMY0AjidzX7Ro Scale = 1:23.7 1 2 3 4 5 6 4x6 2x4 2x4 2x4 6-11-0 6-11-0 3-5-8 3-5-8 6-11-0 3-5-8 0-4-132-10-100-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.10 0.03 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: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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=160/5-7-15, 4=160/5-7-15, 6=180/5-7-15 Max Horz 2=-57(LC 4) Max Uplift2=-33(LC 6), 4=-38(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; 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. March 26,2018 Job B18800953 Truss PB08 Truss Type Piggyback Qty 9 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817725 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-O0PqgsRpXmFsvT8LBKX4Df32hOLBRSkMY0AjidzX7Ro Scale = 1:16.9 1 2 3 4 5 6 4x6 2x4 2x4 2x4 4-0-15 4-0-15 2-0-7 2-0-7 4-0-15 2-0-7 0-5-102-4-80-1-80-5-100-1-814.00 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 NO 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 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=100/3-0-11, 4=100/3-0-11, 6=82/3-0-11 Max Horz 2=-47(LC 4) Max Uplift2=-21(LC 6), 4=-24(LC 7) Max Grav 2=100(LC 1), 4=100(LC 1), 6=91(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; 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. March 26,2018 Job B18800953 Truss PB10 Truss Type Piggyback Qty 7 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817726 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-sDzCtCSRI3NiXdjYl22JmscAEoe9As4VngvGE4zX7Rn Scale = 1:52.2 12 3 4 6 57 2x4 2x4 2x4 2x4 2x4 6-2-0 6-2-00-5-107-2-60-1-87-0-140-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0] 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) 0.25 0.17 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.00 0.00 (loc) 1 1 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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.(lb/size) 5=187/5-7-15, 2=-19/5-7-15, 6=383/5-7-15 Max Horz 2=213(LC 6) Max Uplift5=-80(LC 6), 2=-38(LC 4), 6=-212(LC 6) Max Grav 5=187(LC 1), 2=244(LC 6), 6=383(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-407/80 WEBS 3-6=-245/339 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) Gable requires continuous bottom chord bearing. 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) 5, 2 except (jt=lb) 6=212. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 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. March 26,2018 Job B18800953 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817727 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-KPXb5XT33NWZ9nIkJlZYI49NXC0MvKee0KfpmWzX7Rm Scale = 1:84.8 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4x6 2x4 2x4 3x4 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 2x4 20-6-2 20-6-2 11-10-2 11-10-2 20-6-2 8-8-0 0-4-139-8-159-10-70-1-82-6-40-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [26:0-3-0,0-3-0] 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) 0.09 0.05 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.00 -0.00 (loc) 1 1 18 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 10-25,9-26,11-24: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-25, 9-26, 11-24 REACTIONS.All bearings 19-10-9. (lb) - Max Horz 2=251(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 18, 25, 26, 27, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 except 2=-135(LC 4) Max Grav All reactions 250 lb or less at joint(s) 18, 2, 26, 27, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 except 25=297(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/244, 8-9=-90/256, 9-10=-55/265, 10-11=-40/262 WEBS 10-25=-281/46 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; 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) 18, 25, 26, 27, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 except (jt=lb) 2=135. 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. March 26,2018 Job B18800953 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817728 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-ob5zItUhqheQmxtwtS5nrHhYMcMgemDoE_ONJyzX7Rl Scale = 1:98.2 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 3x6 4x6 3x6 3x4 3x6 3x4 31-0-4 31-0-4 15-6-2 15-6-2 31-0-4 15-6-2 0-4-1312-9-1012-11-20-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [26:0-2-1,0-1-8], [39:0-1-9,0-1-8] 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) 0.08 0.04 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.01 -0.00 (loc) 26 26 26 26 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 224 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 14-38,13-40,12-41,11-42,15-37,16-36,17-35: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 14-38, 13-40, 12-41, 11-42, 15-37, 16-36, 17-35 REACTIONS.All bearings 29-9-2. (lb) - Max Horz 2=-291(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28, 26 Max Grav All reactions 250 lb or less at joint(s) 2, 38, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28, 26 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-298/172, 3-4=-258/162 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; 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) 2, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28, 26. 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. 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. March 26,2018 Job B18800953 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817729 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-ob5zItUhqheQmxtwtS5nrHhVPcIHemHoE_ONJyzX7Rl Scale = 1:106.5 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30 29 28 27 26 25 24 23 22 21 20 19 18 17 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 18-5-10 18-5-10 15-0-2 15-0-2 18-5-10 3-5-8 0-4-1312-4-1012-6-20-1-89-6-00-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.26 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.00 -0.00 (loc) 1 1 17 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 155 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 9-24,7-25,6-26,5-28,4-29,3-30: 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 16-17, 13-20, 12-21, 11-22, 10-23, 14-19, 15-18 REACTIONS.All bearings 17-10-1. (lb) - Max Horz 2=397(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 17, 20, 21, 22, 23, 24, 25, 26, 28, 29, 30, 19 except 2=-124(LC 4), 18=-130(LC 4) Max Grav All reactions 250 lb or less at joint(s) 17, 20, 21, 22, 23, 24, 25, 26, 28, 29, 30, 19, 18 except 2=265(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-408/240, 3-4=-353/223, 4-5=-327/222, 5-6=-297/218, 6-7=-267/214, 15-16=-135/255 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; 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) 17, 20, 21, 22, 23, 24, 25, 26, 28, 29, 30, 19 except (jt=lb) 2=124, 18=130. 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. March 26,2018 Job B18800953 Truss PBE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817730 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-GofLWDVJb_mHO5S6QAc0OVEfJ0dLNEHxTd8wrPzX7Rk Scale = 1:83.5 12 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 3x6 3x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-5-1 13-5-1 13-5-1 13-5-1 0-4-1311-2-40-1-811-0-120-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.33 0.34 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 13 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 92 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 11-14,10-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-13, 11-14, 10-15 REACTIONS.All bearings 12-9-8. (lb) - Max Horz 2=323(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 13, 2, 14, 15, 16, 17, 18, 19, 20, 21 Max Grav All reactions 250 lb or less at joint(s) 13, 2, 14, 15, 16, 17, 18, 19, 20, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-320/177, 3-4=-277/163, 4-5=-254/161 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 2, 14, 15, 16, 17, 18, 19, 20, 21. 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. 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. March 26,2018 Job B18800953 Truss PBE05 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817731 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-GofLWDVJb_mHO5S6QAc0OVEjy0icNFbxTd8wrPzX7Rk Scale = 1:23.6 1 2 3 4 5 6 4x6 2x4 2x4 2x4 5-7-4 5-7-4 2-9-10 2-9-10 5-7-4 2-9-10 0-5-32-9-100-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=135/4-5-14, 4=135/4-5-14, 6=131/4-5-14 Max Horz 2=55(LC 5) Max Uplift2=-27(LC 6), 4=-32(LC 7) Max Grav 2=135(LC 1), 4=135(LC 1), 6=137(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; 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. March 26,2018 Job B18800953 Truss PBE06 Truss Type GABLE Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817732 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-k_DjjZVxMIu80E1J_t7FwinlvP2Q6iH5iHtTNrzX7Rj Scale = 1:56.2 12 3 4 5 6 10 9 8 7 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-2-0 6-2-00-5-107-2-60-1-87-0-140-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0] 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) 0.66 0.03 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 7 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 5-7-15. (lb) - Max Horz 2=199(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8, 9, 10. 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. 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. March 26,2018 Job B18800953 Truss T01 Truss Type COMMON Qty 6 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817733 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-k_DjjZVxMIu80E1J_t7FwinolPuD6cV5iHtTNrzX7Rj Scale = 1:87.7 1 2 3 4 5 6 7 8 9 14 13 12 11 101516 3x6 4x6 3x6 3x6 3x6 4x6 3x6 4x6 3x4 3x8 3x8 3x4 8-0-13 8-0-13 15-10-3 7-9-5 23-11-0 8-0-13 -1-2-8 1-2-8 5-6-0 5-6-0 11-11-8 6-5-8 18-5-0 6-5-8 23-11-0 5-6-0 25-1-8 1-2-8 1-1-511-0-141-1-510.00 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) 0.47 0.68 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.32 0.04 0.02 (loc) 11-13 11-13 10 11-13 l/defl >999 >886 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-11,5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 REACTIONS.(lb/size) 14=1123/0-3-8, 10=1123/0-3-8 Max Horz 14=263(LC 5) Max Uplift14=-74(LC 6), 10=-74(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-279/128, 3-4=-1131/170, 4-5=-1112/220, 5-6=-1112/220, 6-7=-1131/170, 7-8=-279/128, 2-14=-347/149, 8-10=-347/149 BOT CHORD 13-14=-61/857, 13-15=0/603, 12-15=0/603, 12-16=0/603, 11-16=0/603, 10-11=0/857 WEBS 5-11=-101/505, 5-13=-101/506, 3-14=-1013/0, 7-10=-1013/0 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; 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) 14, 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. March 26,2018 Job B18800953 Truss T02 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817734 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-CAm5xvWZ7c0?dOcVYbeUTwJ_dpJTr4bEwxd1vHzX7Ri Scale = 1:85.0 1 2 3 4 5 6 7 8 14 13 12 10 9 11 3x6 4x6 3x6 4x6 2x4 3x6 5x12 3x6 2x4 3x8 4x6 2x4 5-6-1 5-6-1 10-9-8 5-3-7 17-11-8 7-2-0 20-6-9 2-7-1 22-9-0 2-2-7 5-6-1 5-6-1 10-9-8 5-3-7 15-8-0 4-10-8 20-6-9 4-10-8 22-9-0 2-2-7 23-11-8 1-2-8 0-5-149-5-1211-0-141-1-51-7-210.00 12 10.00 12 Plate Offsets (X,Y)-- [1:0-6-0,0-0-2], [7:0-2-14,0-2-0] 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) 0.40 0.36 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.11 0.03 0.01 (loc) 11-12 11-12 9 1-14 l/defl >999 >749 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-12 REACTIONS.All bearings 17-11-8 except (jt=length) 9=0-3-8, 11=0-3-8. (lb) - Max Horz 1=-263(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 14 except 12=-121(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1 except 9=336(LC 1), 14=341(LC 10), 12=977(LC 1), 11=259(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-48/291, 3-4=0/290, 4-5=-314/141, 5-6=-474/121, 6-7=-410/4, 7-9=-286/77 WEBS 3-12=-528/11, 4-12=-302/181, 4-10=-101/371, 7-10=0/302 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; 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) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 14 except (jt=lb) 12=121. 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. March 26,2018 Job B18800953 Truss T03 Truss Type Common Qty 5 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817735 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-CAm5xvWZ7c0?dOcVYbeUTwJ?JpHbr4fEwxd1vHzX7Ri Scale = 1:74.6 12 3 4 5 6 7 10 9 8 4x6 3x8 4x6 4x6 2x4 3x6 2x4 3x6 7-9-8 7-9-8 15-7-0 7-9-8 -0-10-8 0-10-8 3-0-0 3-0-0 7-9-8 4-9-8 12-7-0 4-9-8 15-7-0 3-0-0 16-5-8 0-10-8 1-10-149-8-61-10-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.48 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.18 0.01 0.01 (loc) 9-10 9-10 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=673/0-3-8, 8=673/0-3-8 Max Horz 10=-239(LC 4) Max Uplift10=-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=-486/145, 4-5=-486/145 BOT CHORD 9-10=-124/311, 8-9=0/311 WEBS 4-9=-95/335, 3-10=-540/31, 5-8=-540/30 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; 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) 10, 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. March 26,2018 Job B18800953 Truss T04 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817736 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-CAm5xvWZ7c0?dOcVYbeUTwJwzpBorxSEwxd1vHzX7Ri Scale = 1:94.7 1 2 3 4 5 6 7 8 15 14 13 12 11 10 916 17 18 19 20 3x6 4x6 3x6 2x4 3x6 10x10 3x6 3x6 5x6 3x8 3x4 4x6 4x6 3x6 7-0-11 7-0-11 13-9-14 6-9-3 23-0-11 9-2-13 32-3-8 9-2-13 7-0-11 7-0-11 13-9-14 6-9-3 20-0-15 6-3-1 26-0-7 5-11-9 32-3-8 6-3-1 0-11-1212-6-010.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-2-0], [15:Edge,0-8-12] 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) 0.70 0.85 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.46 0.04 0.03 (loc) 9-10 9-10 9 12 l/defl >999 >842 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 11-13: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-14,1-15,1-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-9 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 2-12, 5-12, 5-10 2 Rows at 1/3 pts 6-9 REACTIONS.(lb/size) 9=1654/0-3-8, 15=1502/Mechanical Max Horz 15=365(LC 6) Max Uplift9=-112(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1880/70, 2-3=-1508/102, 3-4=-1362/150, 4-5=-1051/168, 5-6=-916/99, 1-15=-1434/65 BOT CHORD 14-15=-405/252, 14-16=-292/1353, 13-16=-292/1353, 12-13=-292/1353, 12-17=-141/1021, 11-17=-141/1021, 11-18=-141/1021, 10-18=-141/1021, 10-19=-88/683, 19-20=-88/683, 9-20=-88/683 WEBS 2-12=-424/194, 4-12=0/516, 5-10=-442/176, 6-10=-47/982, 6-9=-1505/198, 1-14=0/1108 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) 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) except (jt=lb) 9=112. 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. March 26,2018 Job B18800953 Truss T05 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817737 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-hNKU8FXCtv8sFYAh6I9j?7s87DdiaROO9bMaSjzX7Rh Scale = 1:90.7 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 4x8 6x16 3x4 2x4 3x6 5x6 3x6 3x4 2x4 5x8 4x6 3x6 3x6 3x6 5-9-0 5-9-0 11-10-7 6-1-7 18-6-15 6-8-9 25-7-0 7-0-1 -1-2-8 1-2-8 5-9-0 5-9-0 11-10-7 6-1-7 18-6-15 6-8-9 25-7-0 7-0-1 2-7-512-6-01-7-212-6-010.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-2-12,0-3-0], [4:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.48 0.48 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.18 -0.02 0.02 (loc) 7-8 7-8 14 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 173 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-11,2-12,2-11: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 9-8-1 oc bracing. WEBS 1 Row at midpt 3-9, 4-8, 5-8, 6-8, 6-14 REACTIONS.(lb/size) 12=1275/0-3-8, 14=1275/0-3-0 Max Horz 12=389(LC 6) Max Uplift12=-4(LC 6), 14=-101(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1141/57, 3-4=-996/117, 4-5=-554/88, 5-6=-553/88, 2-12=-1230/59 BOT CHORD 11-12=-372/44, 11-15=-251/802, 10-15=-251/802, 9-10=-251/802, 9-16=-141/672, 8-16=-141/672 WEBS 4-9=-67/427, 5-8=-455/195, 6-8=-174/1074, 2-11=0/838, 6-14=-1275/175 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) 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) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 14=101. 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. March 26,2018 Job B18800953 Truss T06 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817738 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-hNKU8FXCtv8sFYAh6I9j?7s8PDeVaUDO9bMaSjzX7Rh Scale = 1:90.7 1 2 3 4 5 11 10 9 8 7 6 12 13 14 15 16 3x8 4x8 6x16 3x4 2x4 3x6 3x6 3x6 3x4 2x4 4x8 3x6 3x6 3x6 5-9-0 5-9-0 11-10-7 6-1-7 18-6-15 6-8-9 25-7-0 7-0-1 5-9-0 5-9-0 11-10-7 6-1-7 18-6-15 6-8-9 25-7-0 7-0-1 2-7-512-6-01-7-212-6-010.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.46 0.43 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.15 -0.02 0.02 (loc) 6-7 6-7 13 8 l/defl >999 >999 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 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 2-10,1-11,1-10: 2x4 SPF-S Stud OTHERS 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-8, 3-7, 4-7, 5-7, 5-13 REACTIONS.(lb/size) 11=1191/0-3-8, 13=1277/0-3-0 Max Horz 11=340(LC 6) Max Uplift13=-100(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1143/44, 2-3=-1001/114, 3-4=-555/87, 4-5=-554/87, 1-11=-1147/17 BOT CHORD 10-11=-330/52, 10-14=-245/810, 9-14=-245/810, 8-9=-245/810, 8-15=-138/674, 7-15=-138/674 WEBS 3-8=-64/433, 4-7=-456/195, 5-7=-172/1076, 1-10=0/845, 5-13=-1277/173 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) 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) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=100. 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. March 26,2018 Job B18800953 Truss T07 Truss Type Piggyback Base Qty 4 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817739 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-9ZusLbYqeDGjtiluf0gyYKPDpdt6JwwXOF68_AzX7Rg Scale = 1:88.4 1 2 3 4 5 6 7 89 15 14 13 12 11 10 16 17 18 19 20 3x6 4x6 4x8 3x6 3x6 3x4 3x6 6x16 3x8 4x6 3x6 4x6 2x4 4x8 9-7-12 9-7-12 15-3-0 5-7-4 24-4-6 9-1-6 25-10-0 1-5-10 4-10-12 4-10-12 9-7-12 4-9-0 15-3-0 5-7-4 20-0-0 4-9-0 24-4-6 4-4-6 25-10-0 1-5-10 27-0-8 1-2-8 1-2-210-9-1412-0-01-5-01-2-210-9-1412.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-1-12], [4:0-6-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.87 0.79 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.61 0.09 0.02 (loc) 14-15 14-15 10 11-12 l/defl >999 >503 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-14,4-14,4-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 2-15 REACTIONS.(lb/size) 10=1274/0-3-8, 15=1195/0-3-8 Max Horz 15=-301(LC 4) Max Uplift10=-71(LC 7), 15=-19(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-439/93, 2-3=-1123/199, 3-4=-722/190, 4-5=-1166/198, 5-6=-1524/126, 6-7=-1664/105, 7-8=-1664/17, 8-10=-1318/66, 1-15=-375/83 BOT CHORD 15-16=-141/805, 16-17=-141/805, 14-17=-141/805, 14-18=-6/751, 13-18=-6/751, 12-13=-6/751, 12-19=0/929, 19-20=0/929, 11-20=0/929 WEBS 3-14=-38/413, 4-12=-49/503, 5-12=-278/183, 5-11=-1/368, 8-11=0/1169, 2-15=-877/54 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; 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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 15. 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. March 26,2018 Job B18800953 Truss T08 Truss Type Piggyback Base Qty 4 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817740 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-dlSEZxYSPXOaUsK4DjCB5YxON1DE2MugdvrhWczX7Rf Scale = 1:88.4 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 3x6 4x6 4x8 3x8 3x4 3x6 6x16 3x8 4x6 3x6 4x6 2x4 4x8 9-7-12 9-7-12 15-3-0 5-7-4 24-4-6 9-1-6 25-10-0 1-5-10 4-11-10 4-11-10 9-7-12 4-8-2 15-3-0 5-7-4 19-9-11 4-6-11 24-4-6 4-6-11 25-10-0 1-5-10 1-2-210-9-1412-0-01-5-01-2-210-9-1412.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-1-12], [4:0-6-4,0-1-12], [7:0-3-7,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) 0.88 0.80 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.61 0.10 0.03 (loc) 12-13 12-13 8 9-10 l/defl >999 >502 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 138 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-12,4-12,4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 2-13 REACTIONS.(lb/size) 8=1197/0-3-8, 13=1202/0-3-8 Max Horz 13=-280(LC 4) Max Uplift8=-26(LC 7), 13=-20(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-448/98, 2-3=-1130/203, 3-4=-727/192, 4-5=-1173/206, 5-6=-1741/202, 6-7=-1706/60, 7-8=-1256/36, 1-13=-383/87 BOT CHORD 13-14=-156/810, 14-15=-156/810, 12-15=-156/810, 12-16=-23/759, 11-16=-23/759, 10-11=-23/759, 10-17=0/933, 17-18=0/933, 9-18=0/933 WEBS 3-12=-42/421, 4-10=-61/522, 5-10=-284/191, 5-9=-75/442, 7-9=-10/1200, 2-13=-876/52 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; 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) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 13. 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. March 26,2018 Job B18800953 Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817741 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-dlSEZxYSPXOaUsK4DjCB5YxUU1Ds2TSgdvrhWczX7Rf Scale = 1:89.0 1 2 3 4 7 6 5 8 9 10 2x4 4x8 2x4 3x4 3x8 3x6 3x6 8-8-0 8-8-0 15-7-0 6-11-0 3-9-0 3-9-0 8-8-0 4-11-0 15-7-0 6-11-0 4-9-211-11-1210.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-8] 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) 0.49 0.82 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.42 -0.00 0.01 (loc) 6-7 6-7 5 6-7 l/defl >514 >248 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-7,2-7: 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 (10-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 2-6, 3-6, 4-6, 2-7 REACTIONS.All bearings 15-7-0. (lb) - Max Horz 7=291(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5 except 6=-104(LC 6) Max Grav All reactions 250 lb or less at joint(s) except 5=298(LC 1), 5=298(LC 1), 6=892(LC 1), 7=369(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-373/131 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=104. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 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. March 26,2018 Job B18800953 Truss T10 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817742 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-5y0cmHZ4AqWR60vGnRjQdlUeJQcFntPqrZbE22zX7Re Scale = 1:94.6 1 2 3 4 5 6 7 15 14 13 12 11 10 9 816 17 2x4 4x8 6x8 4x6 2x4 2x4 2x4 2x4 3x8 3x6 5x8 3x6 3x8 3x8 5x12 8-8-0 8-8-0 13-5-0 4-9-0 15-3-8 1-10-8 21-5-8 6-2-0 27-7-8 6-2-0 3-9-0 3-9-0 8-8-0 4-11-0 13-5-0 4-9-0 15-3-8 1-10-8 15-7-0 0-3-8 21-5-8 5-10-8 27-7-8 6-2-0 4-9-211-11-121-11-62-0-011-11-1210.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-2-0], [5:0-4-0,0-1-4], [7:0-3-0,0-1-12], [12:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.62 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.48 0.01 0.01 (loc) 14-15 14-15 8 4 l/defl >757 >378 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 185 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-14,3-14,3-12,5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 4-12, 5-11 WEBS 1 Row at midpt 3-12, 2-15 REACTIONS.All bearings 12-4-0 except (jt=length) 15=Mechanical. (lb) - Max Horz 15=-224(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 10, 8, 9, 15 Max Grav All reactions 250 lb or less at joint(s) except 10=743(LC 1), 10=743(LC 1), 8=334(LC 1), 9=470(LC 1), 15=802(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-495/165, 5-6=-287/130, 6-7=-267/52, 7-8=-283/42 BOT CHORD 15-16=-150/284, 16-17=-150/284, 14-17=-150/284, 10-11=-693/77, 5-11=-599/58 WEBS 12-14=-89/343, 5-12=-121/510, 6-9=-395/93, 2-15=-598/75 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) 10, 8, 9, 15. 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. March 26,2018 Job B18800953 Truss T11 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817743 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-5y0cmHZ4AqWR60vGnRjQdlUehQZunsMqrZbE22zX7Re Scale = 1:86.7 1 2 3 4 5 6 12 11 10 9 8 713 14 15 16 2x4 4x6 5x12 4x6 3x6 3x8 3x6 3x4 3x6 3x6 3x8 2x4 8-8-0 8-8-0 15-5-4 6-9-4 15-7-0 0-1-12 21-5-8 5-10-8 27-7-8 6-2-0 3-9-0 3-9-0 8-8-0 4-11-0 15-7-0 6-11-1 21-5-8 5-10-8 27-7-8 6-2-0 4-9-211-11-121-11-611-11-1210.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [4:0-7-12,0-1-0], [6:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.53 0.77 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.46 0.01 0.01 (loc) 11-12 11-12 7 11-12 l/defl >833 >400 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-8,1-12,2-12,6-7,6-8: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 4-11, 4-9, 5-9, 2-12 REACTIONS.(lb/size) 9=1260/0-3-8, 12=795/Mechanical, 7=572/0-3-8 Max Horz 12=-324(LC 4) Max Uplift9=-36(LC 7), 12=-15(LC 6), 7=-8(LC 7) Max Grav 9=1260(LC 1), 12=808(LC 10), 7=572(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-500/180, 3-4=-311/182, 5-6=-544/84, 6-7=-522/64 BOT CHORD 12-13=-208/286, 13-14=-208/286, 11-14=-208/286, 9-16=-8/340, 8-16=-8/340 WEBS 4-11=-65/469, 4-9=-713/52, 5-9=-400/170, 2-12=-604/39, 6-8=-15/293 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; 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) 9, 12, 7. 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. March 26,2018 Job B18800953 Truss T12 Truss Type PIGGYBACK BASE Qty 7 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817744 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-Z8a__caix8eIk9UTL8EfAz1oGqubWHVz4DKobVzX7Rd Scale = 1:86.7 1 2 3 4 5 6 12 11 10 9 8 713 14 15 16 2x4 4x6 4x8 4x6 3x6 3x8 3x6 3x4 3x6 3x6 3x8 3x4 8-8-0 8-8-0 15-7-0 6-11-1 21-5-8 5-10-8 27-7-8 6-2-0 3-9-0 3-9-0 8-8-0 4-11-0 15-7-0 6-11-1 21-5-8 5-10-8 27-7-8 6-2-0 4-9-211-11-121-11-611-11-1210.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [4:0-6-4,0-2-0], [6:0-3-0,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.54 0.87 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.47 0.03 0.02 (loc) 11-12 11-12 7 9 l/defl >999 >700 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-8,1-12,2-12,6-7,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-15 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 5-9, 2-12 REACTIONS.(lb/size) 12=1349/Mechanical, 7=1277/Mechanical Max Horz 12=-224(LC 4) Max Uplift12=-20(LC 6), 7=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1019/192, 3-4=-714/190, 4-5=-1156/207, 5-6=-1362/117, 6-7=-1225/99 BOT CHORD 12-13=-133/540, 13-14=-133/540, 11-14=-133/540, 11-15=-3/799, 10-15=-3/799, 9-10=-3/799, 9-16=-7/967, 8-16=-7/967 WEBS 2-11=-61/349, 4-9=-57/448, 5-9=-272/165, 2-12=-1197/105, 6-8=0/938 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) 12, 7. 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. March 26,2018 Job B18800953 Truss T13 Truss Type PIGGYBACK BASE Qty 7 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817745 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-Z8a__caix8eIk9UTL8EfAz1uGq2LWP?z4DKobVzX7Rd Scale = 1:86.4 1 2 3 4 5 8 7 69 4x6 4x6 3x6 2x4 2x4 5x12 3x6 5-9-14 5-9-14 7-8-0 1-10-2 -1-2-8 1-2-8 1-9-0 1-9-0 5-9-14 4-0-15 7-8-0 1-10-2 8-11-811-0-08-10-311-0-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12], [4:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.25 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 -0.00 0.00 (loc) 7-8 7-8 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 88 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-7, 4-7, 2-8, 5-6 REACTIONS.(lb/size) 8=474/0-3-8, 6=309/0-3-8 Max Horz 8=84(LC 6) Max Uplift8=-29(LC 4), 6=-83(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-349/65, 5-6=-332/128 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 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. March 26,2018 Job B18800953 Truss T14 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817746 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-Z8a__caix8eIk9UTL8EfAz1m9qx3WD8z4DKobVzX7Rd Scale = 1:92.0 1 2 34 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 3x6 5x12 3x6 5x8 3x6 2x4 3x8 4x6 3x6 3x8 3x6 3x6 3x4 3x4 3x6 5x6 3x6 6-9-7 6-9-7 16-9-12 10-0-5 21-1-5 4-3-9 28-7-5 7-6-0 36-6-8 7-11-4 -1-2-8 1-2-8 6-9-7 6-9-7 13-3-6 6-5-15 21-1-5 7-9-15 28-7-5 7-6-0 36-6-8 7-11-4 1-0-312-1-010-1-1212-1-010.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-7-12,0-1-0], [9:0-1-8,0-3-0] 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) 0.67 0.65 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.45 0.28 0.18 (loc) 14-16 14-16 19 14-16 l/defl >999 >444 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 215 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-16,2-17,2-16: 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, and 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-6-0 oc bracing: 16-17. WEBS 1 Row at midpt 3-14, 5-14, 6-14, 8-13, 8-11, 9-11 REACTIONS.(lb/size) 17=567/0-3-8, 14=2248/0-3-8, 19=814/0-3-0 Max Horz 17=400(LC 6) Max Uplift17=-98(LC 6), 14=-328(LC 5), 19=-75(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-511/86, 4-5=-129/380, 5-6=-74/374, 8-9=-316/25, 2-17=-537/116 BOT CHORD 16-17=-454/158, 16-20=-291/299, 15-20=-291/299, 14-15=-291/299, 13-22=-25/316, 12-22=-25/316, 11-12=-25/316 WEBS 3-16=-171/357, 3-14=-593/355, 5-14=-585/196, 6-14=-1204/182, 6-13=0/649, 8-13=-524/70, 9-11=-40/532, 9-19=-829/78 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; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 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) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 19 except (jt=lb) 14=328. 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. March 26,2018 Job B18800953 Truss T15 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817747 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-1K8NBybKiSm9LJ3furluiAZyxEGZFg17Jt4L7xzX7Rc Scale = 1:110.3 1 2 3 45 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 1424 25 26 27 28 29 30 4x6 6x6 4x6 6x6 4x8 4x6 4x6 3x8 4x6 2x4 3x8 4x8 2x4 2x4 3x8 2x4 4x8 3x4 3x8 5x6 4x6 3x6 3x6 6-9-7 6-9-7 16-9-12 10-0-5 21-1-5 4-3-9 28-9-8 7-8-3 36-5-4 7-7-12 36-5-11 0-0-7 44-3-10 7-9-15 51-3-0 6-11-6 -1-2-8 1-2-8 6-9-7 6-9-7 13-3-6 6-5-15 21-1-5 7-9-15 28-9-8 7-8-3 36-5-11 7-8-3 44-3-10 7-9-15 51-3-0 6-11-6 1-0-312-1-06-3-812-1-010.00 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) 0.61 0.76 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.47 0.02 0.19 (loc) 21-23 21-23 14 21-23 l/defl >999 >422 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 362 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-23,13-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 4-4-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 6-21, 7-21, 7-18, 9-18, 11-18, 11-17, 11-15, 12-15 REACTIONS.All bearings 0-3-8. (lb) - Max Horz 2=262(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14 except 2=-154(LC 6), 21=-434(LC 5), 17=-122(LC 4) Max Grav All reactions 250 lb or less at joint(s) except 2=695(LC 10), 21=2240(LC 1), 17=1547(LC 11), 14=786(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-682/159, 3-4=-562/195, 5-6=-71/298, 6-7=-26/286, 7-8=-409/145, 8-9=-409/145, 9-10=-409/145, 10-11=-409/145, 11-12=-283/150, 12-13=-463/107, 13-14=-656/89 BOT CHORD 2-24=-213/432, 23-24=-213/432, 23-25=-213/432, 22-25=-213/432, 21-22=-213/432 WEBS 4-23=-146/427, 4-21=-669/346, 6-21=-526/144, 7-21=-1257/184, 7-20=0/324, 7-18=-72/410, 9-18=-430/174, 11-18=-47/473, 11-17=-1101/212, 11-15=-9/252, 13-15=-8/358 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; end vertical left exposed; porch 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) 14 except (jt=lb) 2=154, 21=434, 17=122. 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. March 26,2018 Job B18800953 Truss T16 Truss Type Piggyback Base Qty 4 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817748 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-VXilPIczTlu?zTerSZG7FO67gebx_9LGXXpvfNzX7Rb Scale = 1:99.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018 19 20 21 3x6 5x12 3x6 5x6 3x4 3x4 3x6 3x6 5x6 3x4 2x4 4x8 3x6 5x6 3x6 6x6 7-0-7 7-0-7 13-9-6 6-8-15 20-9-3 6-11-13 27-7-3 6-10-1 34-7-0 6-11-13 -1-2-8 1-2-8 7-0-7 7-0-7 13-9-6 6-8-15 20-9-3 6-11-13 27-7-3 6-10-1 34-7-0 6-11-13 1-0-312-6-010.00 12 Plate Offsets (X,Y)-- [5:0-7-12,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.61 0.82 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.28 0.05 0.04 (loc) 13-14 13-14 10 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 210 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-10: 2x4 SPF 2100F 1.8E, 3-16,2-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-8 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-9-11 oc bracing: 16-17. WEBS 1 Row at midpt 9-10, 3-14, 5-13, 6-13, 8-13, 8-11, 9-11 REACTIONS.(lb/size) 10=1791/0-3-8, 17=1701/0-3-8 Max Horz 17=413(LC 6) Max Uplift10=-120(LC 5), 17=-35(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2032/88, 3-4=-1664/121, 4-5=-1523/168, 5-6=-1189/153, 6-7=-1189/153, 7-8=-1189/153, 8-9=-822/93, 9-10=-1625/220, 2-17=-1638/123 BOT CHORD 16-17=-446/293, 16-18=-300/1460, 15-18=-300/1460, 14-15=-300/1460, 14-19=-184/1175, 13-19=-184/1175, 12-13=-93/822, 12-20=-93/822, 11-20=-93/822 WEBS 3-14=-403/187, 5-14=-46/573, 6-13=-427/185, 8-13=-124/751, 8-11=-1096/255, 9-11=-188/1661, 2-16=0/1175 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 10=120. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 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. March 26,2018 Job B18800953 Truss T17 Truss Type PIGGYBACK BASE Qty 7 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817749 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-VXilPIczTlu?zTerSZG7FO66rejB_HIGXXpvfNzX7Rb Scale = 1:84.9 1 2 3 4 7 6 5 9810 1112 6x8 4x6 5x8 3x4 3x4 4x10 3x4 3x6 3x6 3x6 3x6 0-3-8 0-3-8 6-8-0 6-4-8 12-10-0 6-2-0 2-6-0 2-6-0 6-8-0 4-2-0 12-10-0 6-2-0 4-3-1310-6-012-1-212-1-214.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [3:0-3-2,0-2-0], [4:0-1-8,0-3-0], [6:0-4-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.66 0.29 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.10 -0.08 -0.01 (loc) 5-6 5-6 11 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 106 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-7,2-6,1-6: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 1-8: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6, 4-6, 4-11 REACTIONS.(lb/size) 10=500/Mechanical, 11=604/0-3-8 Max Horz 10=226(LC 6) Max Uplift11=-121(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-386/0, 2-3=-350/25 WEBS 4-6=-170/322, 1-10=-504/0, 4-11=-604/194 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=121. 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. March 26,2018 Job B18800953 Truss T18 Truss Type PIGGYBACK BASE Qty 2 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817750 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-zjF7cecbE30sbdD10GnMobfJK2zBjhuPmBZSBpzX7Ra Scale = 1:91.8 1 2 3 4 5 6 7 15 14 13 12 11 10 9 816 17 2x4 4x8 6x8 4x6 2x4 2x4 2x4 2x4 3x8 3x6 5x8 3x6 3x8 3x8 5x12 8-8-0 8-8-0 13-5-0 4-9-0 15-3-8 1-10-8 15-5-4 0-1-12 21-5-8 6-0-4 27-7-8 6-2-0 3-9-0 3-9-0 8-8-0 4-11-0 13-5-0 4-9-0 15-3-8 1-10-8 15-7-0 0-3-8 21-5-8 5-10-8 27-7-8 6-2-0 4-9-211-11-121-11-62-0-011-11-1210.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-2-0], [5:0-4-0,0-1-4], [7:0-3-0,0-1-12], [12:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.62 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.49 0.01 0.01 (loc) 14-15 14-15 8 4 l/defl >757 >378 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 185 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-14,3-14,3-12,5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 5-11-13 oc bracing. Except: 1 Row at midpt 4-12, 5-11 WEBS 1 Row at midpt 3-12, 2-15 REACTIONS.(lb/size) 10=1012/0-3-8, 8=551/0-3-8, 15=785/Mechanical Max Horz 15=-224(LC 4) Max Uplift10=-9(LC 7), 8=-18(LC 7), 15=-21(LC 6) Max Grav 10=1012(LC 1), 8=551(LC 1), 15=793(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-486/164, 5-6=-256/127, 6-7=-517/72, 7-8=-497/60 BOT CHORD 15-16=-151/280, 16-17=-151/280, 14-17=-151/280, 10-11=-959/99, 5-11=-634/49 WEBS 12-14=-93/336, 5-12=-117/520, 2-15=-588/73, 7-9=0/273, 9-11=0/335, 6-11=-288/176 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) 10, 8, 15. 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. March 26,2018 Job B18800953 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 80 Westvale Job Reference (optional) I32817751 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:56:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-SvpVq_dD?N8jDnoEa_IbKpBP5RNrS2uZ?rI?kGzX7RZ Scale = 1:79.1 12 3 4 5 6 7 8 14 13 12 11 10 915 16 4x8 3x8 3x8 12x12 6x6 3x6 6x6 3x6 6x6 6x6 6x8 3x6 4-0-8 4-0-8 7-9-8 3-9-0 9-6-12 1-9-4 11-6-8 1-11-12 15-7-0 4-0-8 -0-10-8 0-10-8 4-0-8 4-0-8 7-9-8 3-9-0 9-6-12 1-9-4 11-6-8 1-11-12 15-7-0 4-0-8 16-5-8 0-10-8 1-10-149-8-61-10-1412.00 12 Plate Offsets (X,Y)-- [7:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.87 0.34 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.14 0.01 0.03 (loc) 12 11-12 9 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 298 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 4-12,2-13,7-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 14=6832/0-3-8, 9=5600/0-3-8 Max Horz 14=227(LC 4) Max Uplift14=-52(LC 5), 9=-37(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5540/0, 3-4=-4998/36, 4-5=-4878/41, 5-6=-5302/53, 6-7=-5279/33, 2-14=-5323/0, 7-9=-5081/13 BOT CHORD 13-16=0/3843, 12-16=0/3843, 11-12=0/3666, 10-11=0/3666 WEBS 4-12=-2/6643, 6-10=-272/0, 3-12=-595/57, 3-13=0/704, 2-13=0/3874, 7-10=0/3725, 5-11=-166/976, 5-12=-688/193 NOTES- 1) 2-ply truss to be connected together with 16d (0.131"x 3.5") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. Bottom chords connected as follows: 1.47x11.875 - 3 rows staggered at 0-7-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched, Except member 11-5 2x4 - 1 row at 0-3-0 oc clinched. 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; 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 9. 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) 5000 lb down and 429 lb up at 9-6-12, 1641 lb down and 607 lb up at 1-9-8, 1482 lb down at 3-10-4, and 1482 lb down at 5-10-4, and 1482 lb down at 7-10-4 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): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-7=-60, 7-8=-60, 9-14=-20 Concentrated Loads (lb) Vert: 12=-1482(F) 11=-5000(F) 13=-1482(F) 15=-1641(F) 16=-1482(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. March 26,2018 Job B18800953 Truss TG02 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 80 Westvale Job Reference (optional) I32817752 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-sUVeS0f5IIXI4EWpF6sIyRp42fOAfUF?hpXfKbzX7RW Scale = 1:95.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 1059 60 61 62 63 64 65 66 67 68 3x6 4x8 3x6 4x6 3x12 4x6 4x6 4x6 3x6 3x4 3x8 3x4 4x6 7-0-11 7-0-11 13-9-14 6-9-3 19-10-9 6-0-11 32-3-8 12-4-15 7-0-11 7-0-11 13-9-14 6-9-3 19-10-9 6-0-11 25-11-5 6-0-11 32-3-8 6-4-3 0-11-1212-6-010.00 12 Plate Offsets (X,Y)-- [1:0-6-8,0-1-4], [4:0-2-10,Edge], [5:0-6-4,0-2-0], [50:0-2-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.43 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.29 0.02 0.04 (loc) 10-12 10-12 10 1-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 822 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 3-15: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 16-18,26-27,28-29,31-32,35-36,37-38,39-40,46-48,49-50,51-52: 2x4 SPF No.2 SLIDER Left 2x6 SP No.1 4-7-1 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.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 7-10 REACTIONS.(lb/size) 10=1685/0-3-8, 1=1661/Mechanical Max Horz 1=366(LC 4) Max Uplift10=-250(LC 4), 1=-582(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2145/579, 2-3=-1917/622, 3-4=-1561/303, 4-5=-1427/350, 5-6=-1119/236, 6-7=-1119/236 BOT CHORD 1-59=-649/1516, 59-60=-649/1516, 60-61=-649/1516, 61-62=-649/1516, 15-62=-649/1516, 15-63=-649/1516, 63-64=-649/1516, 64-65=-649/1516, 14-65=-649/1516, 13-14=-649/1516, 13-66=-361/1100, 12-66=-361/1100, 12-67=-214/673, 11-67=-214/673, 11-68=-214/673, 10-68=-214/673 WEBS 3-15=-400/399, 3-13=-577/542, 5-13=-311/504, 6-12=-359/169, 7-12=-135/996, 7-10=-1454/300 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) 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. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=250, 1=582. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. March 26,2018 Job B18800953 Truss TG02 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 80 Westvale Job Reference (optional) I32817752 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:01 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-sUVeS0f5IIXI4EWpF6sIyRp42fOAfUF?hpXfKbzX7RW NOTES- 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 18 lb down and 133 lb up at 1-5-12, 18 lb down and 133 lb up at 3-5-12, 18 lb down and 133 lb up at 5-5-12, and 18 lb down and 133 lb up at 7-5-12, and 18 lb down and 133 lb up at 8-7-4 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: 1-5=-60, 5-9=-60, 1-61=-20, 61-65=-60, 13-65=-20, 13-66=-60, 66-67=-20, 67-68=-60, 10-68=-20 Concentrated Loads (lb) Vert: 59=-12 60=-12 62=-12 63=-12 64=-12 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 B18800953 Truss TG03 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 80 Westvale Job Reference (optional) I32817753 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-sUVeS0f5IIXI4EWpF6sIyRp_lfNqfM2?hpXfKbzX7RW Scale: 1/8"=1' 1 2 3 4 5 67 14 13 12 11 10 9 8 15 1617 18 1920 21 22 23 24 5x10 MT18HS 6x6 5x10 MT18HS 4x6 6x8 10x10 3x8 3x8 8x8 12x12 5x12 10x10 3x12 6x10 4-10-12 4-10-12 9-7-12 4-9-0 15-3-0 5-7-4 20-0-0 4-9-0 24-4-6 4-4-6 25-10-0 1-5-10 4-10-12 4-10-12 9-7-12 4-9-0 15-3-0 5-7-4 20-0-0 4-9-0 24-4-6 4-4-6 25-10-0 1-5-10 1-2-210-9-1412-0-01-5-01-2-210-9-1412.00 12 12.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-14], [3:0-8-4,0-1-12], [4:0-2-8,Edge], [7:0-3-4,0-1-8], [10:0-3-8,0-5-0], [12:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.58 0.45 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.22 0.15 0.05 (loc) 10-11 10-11 8 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 420 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SP No.1 *Except* 3-4: 2x4 SPF No.2, 4-7: 2x4 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E *Except* 8-9: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 7-8,7-9: 2x4 SP 2400F 2.0E, 3-12,3-11,4-11: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. REACTIONS.(lb/size) 8=8560/0-3-8, 1=6760/0-3-8 Max Horz 1=-263(LC 3) Max Uplift8=-221(LC 6), 1=-205(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8138/265, 2-3=-6699/302, 3-4=-5246/272, 4-5=-7438/310, 5-6=-9956/291, 6-7=-12330/312, 7-8=-7889/194 BOT CHORD 1-15=-279/5301, 15-16=-279/5301, 14-16=-279/5301, 14-17=-279/5306, 13-17=-279/5306, 12-13=-279/5306, 12-18=-197/4690, 18-19=-197/4690, 19-20=-197/4690, 20-21=-197/4690, 11-21=-197/4690, 11-22=-108/7012, 22-23=-108/7012, 10-23=-108/7012, 10-24=-190/8449, 9-24=-190/8452, 8-9=-491/39 WEBS 2-14=-24/1798, 2-12=-997/207, 3-12=-163/3310, 3-11=-109/1259, 4-11=-161/4946, 5-11=-2783/217, 5-10=-50/3586, 6-10=-1511/124, 6-9=-23/2063, 7-9=-204/8746 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc, 2x6 - 2 rows staggered at 0-8-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 9-6 2x4 - 2 rows staggered at 0-2-0 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 7 = 12% 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) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=221, 1=205. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. March 26,2018 Job B18800953 Truss TG03 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 80 Westvale Job Reference (optional) I32817753 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:01 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-sUVeS0f5IIXI4EWpF6sIyRp_lfNqfM2?hpXfKbzX7RW NOTES- 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 782 lb down and 33 lb up at 2-2-4, 773 lb down and 33 lb up at 4-2-4, 773 lb down and 33 lb up at 6-2-4, 788 lb down and 27 lb up at 8-2-4, 763 lb down and 27 lb up at 10-2-4, 1293 lb down and 32 lb up at 12-2-4, 1329 lb down and 32 lb up at 14-2-4, 1329 lb down and 32 lb up at 16-2-4, 1329 lb down and 32 lb up at 18-2-4, 1329 lb down and 32 lb up at 20-2-4, and 1329 lb down and 32 lb up at 22-2-4, and 1329 lb down and 32 lb up at 24-4-6 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: 1-3=-60, 3-4=-60, 4-7=-60, 1-12=-20, 12-20=-60, 9-20=-20, 8-9=-20 Concentrated Loads (lb) Vert: 13=-788(F) 9=-1329(F) 10=-1329(F) 15=-782(F) 16=-773(F) 17=-773(F) 18=-763(F) 19=-1293(F) 21=-1329(F) 22=-1329(F) 23=-1329(F) 24=-1329(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. Job B18800953 Truss TG04 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 80 Westvale Job Reference (optional) I32817754 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-Kg30fMgj3bf9hO5?pqNXUfMG23lMO?79wTGDt1zX7RV Scale = 1:88.2 1 2 3 4 5 9 8 7 610 11 12 4x8 4x6 4x6 2x4 2x4 6x6 8x8 4x6 1-9-0 1-9-0 5-9-14 4-0-15 7-8-0 1-10-2 -1-2-8 1-2-8 1-9-0 1-9-0 5-9-14 4-0-15 7-8-0 1-10-2 8-11-811-0-08-10-311-0-014.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-1-12], [4:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.37 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 0.00 0.02 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 213 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 5-6 REACTIONS.(lb/size) 9=2131/0-3-8, 6=2348/0-3-8 Max Horz 9=84(LC 5) Max Uplift9=-77(LC 3), 6=-139(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-576/141, 3-4=-393/66, 4-5=-636/69, 2-9=-2334/86, 5-6=-2288/142 BOT CHORD 8-10=-60/333, 10-11=-60/333, 7-11=-60/333 WEBS 4-7=-23/307, 2-8=-72/1810, 5-7=-124/1825 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. 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; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 6=139. 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1235 lb down and 35 lb up at 2-1-12, and 1236 lb down and 35 lb up at 4-1-12, and 1257 lb down and 35 lb up at 6-1-12 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, 2-3=-60, 3-4=-60, 4-5=-60, 9-10=-20, 10-11=-60, 6-11=-20 Concentrated Loads (lb) Vert: 10=-1235(B) 11=-1236(B) 12=-1257(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. March 26,2018 Job B18800953 Truss TG05 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 80 Westvale Job Reference (optional) I32817755 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-Kg30fMgj3bf9hO5?pqNXUfMHu3n6O2X9wTGDt1zX7RV Scale = 1:26.312 4 3 5 2x4 3x4 2x4 4x6 3-8-0 3-8-0 3-8-0 3-8-0 3-9-2LOADING (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 0.25 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 -0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=397/Mechanical, 3=432/0-3-8 Max Horz 4=-55(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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; end vertical right exposed; 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. 7) Refer to girder(s) for truss to truss connections. 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) 559 lb down at 1-11-4 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): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-559(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. March 26,2018 Job B18800953 Truss TG06 Truss Type Piggyback Base Girder Qty 1 Ply 3 Wedgewood 80 Westvale Job Reference (optional) I32817756 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-otdOthhMqvn0JYgBMXum1suJiS6P7IYI870mPTzX7RU Scale = 1:82.3 1 2 3 4 5 6 7 15 14 13 12 11 10 9 816 17 18 19 20 21 22 23 24 3x8 4x10 5x6 6x6 3x8 8x8 6x8 6x6 3x6 12x12 3x4 12x12 5x6 12x12 8x8 2-10-5 2-10-5 8-0-6 5-2-1 13-2-7 5-2-1 14-9-4 1-6-13 20-9-8 6-0-4 26-11-8 6-2-0 2-10-5 2-10-5 8-0-6 5-2-1 13-2-7 5-2-1 14-9-4 1-6-13 20-9-8 6-0-4 26-11-8 6-2-0 2-3-710-10-1410.00 12 Plate Offsets (X,Y)-- [4:0-2-4,Edge], [7:0-3-8,Edge], [9:0-3-8,0-6-0], [10:0-3-8,0-6-0], [14:0-3-8,0-3-0] 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) 0.68 0.31 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.28 0.02 0.06 (loc) 10 11 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 763 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF No.2 *Except* 1-15,2-14,2-13,3-13,3-11: 2x4 SPF-S Stud, 7-8: 2x4 SPF 2100F 1.8E 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.): 1-2, 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8 REACTIONS.(lb/size) 15=7551/0-3-8, 8=9770/0-3-8 Max Horz 15=211(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-5133/0, 1-2=-8090/0, 2-3=-10934/0, 3-4=-9491/0, 4-5=-7285/0, 5-6=-7313/0, 6-7=-4894/0, 7-8=-8473/0 BOT CHORD 14-17=0/8724, 17-18=0/8724, 18-19=0/8724, 13-19=0/8724, 13-20=0/8369, 12-20=0/8369, 12-21=0/8369, 11-21=0/8369, 11-22=0/7309, 10-22=0/7309, 10-23=0/4894, 9-23=0/4894 WEBS 1-14=0/9395, 2-14=-7086/0, 2-13=-371/0, 3-13=0/1872, 3-11=-1746/0, 4-11=-24/5596, 5-10=-57/269, 6-10=-151/4781, 6-9=-4556/299, 7-9=0/9642 NOTES- 1) 3-ply truss to be connected together with 16d (0.131"x 3.5") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 1.47x11.875 - 3 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 11-5 2x4 - 2 rows staggered at 0-7-0 oc, member 5-10 2x4 - 2 rows staggered at 0-7-0 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; end vertical left exposed; 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) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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) 6300 lb down and 970 lb up at 14-9-8, 480 lb down at 1-8-12, 480 lb down at 3-8-12, 480 lb down at 5-8-12, 480 lb down at 7-8-12, 480 lb down at 9-8-12, and 480 lb down at 11-8-12, and 480 lb down at 13-8-12 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, 2-4=-60, 4-7=-60, 10-15=-20, 10-23=-455(F=-435), 9-23=-495(F=-435), 9-24=-455(F=-435), 8-24=-495(F=-435) 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. March 26,2018 Job B18800953 Truss TG06 Truss Type Piggyback Base Girder Qty 1 Ply 3 Wedgewood 80 Westvale Job Reference (optional) I32817756 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:03 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-otdOthhMqvn0JYgBMXum1suJiS6P7IYI870mPTzX7RU LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-6300(F) 16=-480(F) 17=-480(F) 18=-480(F) 19=-480(F) 20=-480(F) 21=-480(F) 22=-480(F) 2) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-7=-20, 10-15=-40, 8-10=-203(F=-162) Concentrated Loads (lb) Vert: 10=-4725(F) 16=-316(F) 17=-316(F) 18=-316(F) 19=-316(F) 20=-316(F) 21=-316(F) 22=-316(F) 3) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-4=-15, 4-7=24, 10-15=-12, 8-10=-93(F=-81) Horz: 1-15=15, 2-4=3 Drag: 1-2=0, 4-5=-1 Concentrated Loads (lb) Vert: 10=970(F) 16=-131(F) 17=-131(F) 18=-131(F) 19=-131(F) 20=-131(F) 21=-131(F) 22=-131(F) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4=6, 4-7=19, 10-15=-12, 8-10=-99(F=-87) Horz: 1-15=-16, 2-4=-18 Drag: 1-2=0, 4-5=-0 Concentrated Loads (lb) Vert: 10=541(F) 16=-131(F) 17=-131(F) 18=-131(F) 19=-131(F) 20=-131(F) 21=-131(F) 22=-131(F) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-4=9, 4-7=9, 10-15=-12, 8-10=-110(F=-98) Horz: 1-15=-16, 2-4=-21 Drag: 1-2=0, 4-5=-0 Concentrated Loads (lb) Vert: 10=-198(F) 16=-131(F) 17=-131(F) 18=-131(F) 19=-131(F) 20=-131(F) 21=-131(F) 22=-131(F) 6) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-4=9, 4-7=9, 10-15=-12, 8-10=-110(F=-98) Horz: 1-15=-16, 2-4=-21 Drag: 1-2=0, 4-5=-0 Concentrated Loads (lb) Vert: 10=-198(F) 16=-131(F) 17=-131(F) 18=-131(F) 19=-131(F) 20=-131(F) 21=-131(F) 22=-131(F) 7) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-4=2, 4-7=2, 10-15=-12, 8-10=-116(F=-104) Horz: 1-15=-16, 2-4=-14 Drag: 1-2=0, 4-5=-0 Concentrated Loads (lb) Vert: 10=-665(F) 16=-131(F) 17=-131(F) 18=-131(F) 19=-131(F) 20=-131(F) 21=-131(F) 22=-131(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-4=2, 4-7=2, 10-15=-12, 8-10=-116(F=-104) Horz: 1-15=-16, 2-4=-14 Drag: 1-2=0, 4-5=-0 Concentrated Loads (lb) Vert: 10=-665(F) 16=-131(F) 17=-131(F) 18=-131(F) 19=-131(F) 20=-131(F) 21=-131(F) 22=-131(F) 9) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-4=-15, 4-7=24, 10-15=-12, 8-10=-93(F=-81) Horz: 1-15=15, 2-4=3 Drag: 1-2=0, 4-5=-1 Concentrated Loads (lb) Vert: 10=970(F) 16=-103(F) 17=-103(F) 18=-103(F) 19=-103(F) 20=-103(F) 21=-103(F) 22=-103(F) 10) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4=6, 4-7=19, 10-15=-12, 8-10=-99(F=-87) Horz: 1-15=-16, 2-4=-18 Drag: 1-2=0, 4-5=-0 Concentrated Loads (lb) Vert: 10=541(F) 16=-103(F) 17=-103(F) 18=-103(F) 19=-103(F) 20=-103(F) 21=-103(F) 22=-103(F) 11) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-4=9, 4-7=9, 10-15=-12, 8-10=-110(F=-98) Horz: 1-15=-16, 2-4=-21 Drag: 1-2=0, 4-5=-0 Concentrated Loads (lb) Vert: 10=-198(F) 16=-103(F) 17=-103(F) 18=-103(F) 19=-103(F) 20=-103(F) 21=-103(F) 22=-103(F) 12) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 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 B18800953 Truss TG06 Truss Type Piggyback Base Girder Qty 1 Ply 3 Wedgewood 80 Westvale Job Reference (optional) I32817756 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:03 2018 Page 3 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-otdOthhMqvn0JYgBMXum1suJiS6P7IYI870mPTzX7RU LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=9, 2-4=9, 4-7=9, 10-15=-12, 8-10=-110(F=-98) Horz: 1-15=-16, 2-4=-21 Drag: 1-2=0, 4-5=-0 Concentrated Loads (lb) Vert: 10=-198(F) 16=-103(F) 17=-103(F) 18=-103(F) 19=-103(F) 20=-103(F) 21=-103(F) 22=-103(F) 13) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-4=2, 4-7=2, 10-15=-12, 8-10=-116(F=-104) Horz: 1-15=-16, 2-4=-14 Drag: 1-2=0, 4-5=-0 Concentrated Loads (lb) Vert: 10=-665(F) 16=-103(F) 17=-103(F) 18=-103(F) 19=-103(F) 20=-103(F) 21=-103(F) 22=-103(F) 14) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-4=2, 4-7=2, 10-15=-12, 8-10=-116(F=-104) Horz: 1-15=-16, 2-4=-14 Drag: 1-2=0, 4-5=-0 Concentrated Loads (lb) Vert: 10=-665(F) 16=-103(F) 17=-103(F) 18=-103(F) 19=-103(F) 20=-103(F) 21=-103(F) 22=-103(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. Job B18800953 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817757 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-G3Am41i_aDvtxiFOwEP?a4RbhsTqsvoRNnlKxvzX7RT Scale = 1:57.4 1 2 3 4 5 8 7 69 103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 14-5-14 14-5-14 14-6-2 0-0-4 7-3-1 7-3-1 14-6-2 7-3-1 0-0-47-3-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.17 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: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 14-5-10. (lb) - Max Horz 1=160(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-159(LC 6), 6=-159(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=378(LC 1), 8=371(LC 10), 6=371(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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 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, 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 except (jt=lb) 8=159, 6=159. 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. March 26,2018 Job B18800953 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817758 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-G3Am41i_aDvtxiFOwEP?a4RX7sUvswdRNnlKxvzX7RT Scale = 1:44.8 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 11-2-2 11-1-14 5-7-1 5-7-1 11-2-2 5-7-1 0-0-45-7-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.45 0.11 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 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 11-1-10. (lb) - Max Horz 1=-122(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-151(LC 6), 6=-151(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=302(LC 10), 6=302(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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 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=151, 6=151. 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. March 26,2018 Job B18800953 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817759 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-G3Am41i_aDvtxiFOwEP?a4RbEsRisxFRNnlKxvzX7RT Scale = 1:33.3 1 2 3 43x4 4x6 3x4 2x4 7-9-14 7-9-14 7-10-2 0-0-4 3-11-1 3-11-1 7-10-2 3-11-1 0-0-43-11-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.31 0.06 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: 21 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=159/7-9-10, 3=159/7-9-10, 4=254/7-9-10 Max Horz 1=83(LC 5) Max Uplift1=-19(LC 7), 3=-19(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; 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. March 26,2018 Job B18800953 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817760 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-kFk9INjcLW1kYsqaUywE6H_nhGqObO2bcRVtUMzX7RS Scale = 1:16.9 1 2 3 4 2x4 4x6 2x4 2x4 0-0-4 0-0-4 4-6-2 4-5-14 2-3-1 2-3-1 4-6-2 2-3-1 0-0-42-3-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.09 0.02 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: 11 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 4-6-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=91/4-5-10, 3=91/4-5-10, 4=123/4-5-10 Max Horz 1=-44(LC 4) Max Uplift1=-15(LC 7), 3=-15(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; 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. March 26,2018 Job B18800953 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817761 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-kFk9INjcLW1kYsqaUywE6H_oPGrubOMbcRVtUMzX7RS Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 2-0-11 2-0-11 0-0-42-0-1112.00 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) 0.09 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=62/2-0-7, 3=62/2-0-7 Max Horz 1=47(LC 5) Max Uplift3=-18(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 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) 3. 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. March 26,2018 Job B18800953 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817762 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-kFk9INjcLW1kYsqaUywE6H_mAGlabLvbcRVtUMzX7RS Scale = 1:86.6 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-3 0-0-3 17-10-3 17-10-0 8-11-1 8-11-1 17-10-3 8-11-1 0-0-410-4-150-0-414.00 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) 0.24 0.40 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.All bearings 17-9-12. (lb) - Max Horz 1=-244(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 9=-258(LC 6), 6=-258(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=366(LC 1), 9=488(LC 10), 6=488(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-305/303, 4-6=-307/304 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; 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, 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 except (jt=lb) 9=258, 6=258. 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. March 26,2018 Job B18800953 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817763 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-DSIXVjjE6q9bA0Pm2fSTfVWx1g9BKq3kr5EQ0ozX7RR Scale = 1:70.0 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-3 0-0-3 14-11-14 14-11-11 7-5-15 7-5-15 14-11-14 7-5-15 0-0-48-8-150-0-414.00 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) 0.23 0.18 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS.All bearings 14-11-8. (lb) - Max Horz 1=-203(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-212(LC 6), 6=-212(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=387(LC 1), 8=417(LC 10), 6=417(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-254/254, 4-6=-254/254 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; 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, 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 except (jt=lb) 8=212, 6=212. 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. March 26,2018 Job B18800953 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817764 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-DSIXVjjE6q9bA0Pm2fSTfVWxQg9XKqhkr5EQ0ozX7RR Scale = 1:56.8 1 2 3 4 5 8 7 69 103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-3 0-0-3 12-1-10 12-1-6 6-0-13 6-0-13 12-1-10 6-0-13 0-0-47-0-150-0-414.00 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 0.16 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: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 12-1-3. (lb) - Max Horz 1=-163(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-187(LC 6), 6=-187(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=349(LC 1), 8=326(LC 10), 6=326(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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 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, 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 except (jt=lb) 8=187, 6=187. 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. March 26,2018 Job B18800953 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817765 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-DSIXVjjE6q9bA0Pm2fSTfVWv5g8NKq4kr5EQ0ozX7RR Scale = 1:46.1 1 2 3 43x6 4x6 3x6 2x4 0-0-3 0-0-3 9-3-5 9-3-2 4-7-11 4-7-11 9-3-5 4-7-11 0-0-45-4-150-0-414.00 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) 0.35 0.23 0.10 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 SPF No.2 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=201/9-2-14, 3=201/9-2-14, 4=289/9-2-14 Max Horz 1=122(LC 5) Max Uplift1=-23(LC 7), 3=-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; 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. March 26,2018 Job B18800953 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817766 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-hesvi3kst8HSo9_ybNziBi37q4U13IGu3l__YEzX7RQ Scale = 1:32.5 1 2 3 43x4 4x6 3x4 2x4 6-4-13 6-4-13 6-5-1 0-0-3 3-2-8 3-2-8 6-5-1 3-2-8 0-0-43-8-150-0-414.00 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) 0.16 0.21 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=134/6-4-10, 3=134/6-4-10, 4=194/6-4-10 Max Horz 1=-82(LC 4) Max Uplift1=-18(LC 7), 3=-13(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; 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. March 26,2018 Job B18800953 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817767 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-hesvi3kst8HSo9_ybNziBi3804XQ3Ieu3l__YEzX7RQ Scale: 3/4"=1' 1 2 3 4 2x4 4x6 2x4 2x4 3-6-9 3-6-9 3-6-12 0-0-3 1-9-6 1-9-6 3-6-12 1-9-6 0-0-42-0-150-0-414.00 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) 0.09 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 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 3-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=73/3-6-5, 3=73/3-6-5, 4=89/3-6-5 Max Horz 1=-42(LC 4) Max Uplift1=-14(LC 7), 3=-11(LC 6) Max Grav 1=73(LC 1), 3=73(LC 1), 4=91(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; 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. March 26,2018 Job B18800953 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817768 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-9qQHwPlUeRPJPJY994UxkwcE4TrfogV1IPjX4hzX7RP Scale = 1:89.0 1 2 3 4 5 8 7 69 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 10-8-10 10-8-10 10-8-10 10-8-10 0-0-412-6-114.00 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) 0.39 0.18 0.36 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: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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. WEBS 1 Row at midpt 5-6 REACTIONS.All bearings 10-8-6. (lb) - Max Horz 1=369(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 6, 1 except 7=-211(LC 6), 8=-173(LC 6) Max Grav All reactions 250 lb or less at joint(s) 6 except 7=529(LC 1), 8=326(LC 1), 1=392(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-579/78, 2-3=-378/40, 3-4=-345/93 WEBS 4-7=-262/298 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) Gable requires continuous bottom chord bearing. 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) 6, 1 except (jt=lb) 7=211, 8=173. 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. March 26,2018 Job B18800953 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817769 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-9qQHwPlUeRPJPJY994UxkwcFVTqlohy1IPjX4hzX7RP Scale = 1:80.3 1 2 3 5 43x4 2x4 2x4 2x4 2x4 9-3-7 9-3-7 0-0-410-10-114.00 12 Plate Offsets (X,Y)-- [1:0-0-15,0-1-8] 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) 0.36 0.24 0.27 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: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size) 1=155/9-3-4, 4=175/9-3-4, 5=530/9-3-4 Max Horz 1=318(LC 6) Max Uplift4=-65(LC 6), 5=-268(LC 6) Max Grav 1=272(LC 6), 4=175(LC 1), 5=530(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-435/125 WEBS 2-5=-318/371 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) Gable requires continuous bottom chord bearing. 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) 4 except (jt=lb) 5=268. 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. March 26,2018 Job B18800953 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817770 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-9qQHwPlUeRPJPJY994UxkwcH3Togok61IPjX4hzX7RP Scale = 1:67.5 1 2 3 5 43x4 2x4 2x4 2x4 2x4 7-10-5 7-10-5 0-0-49-2-114.00 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) 0.20 0.37 0.13 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: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF No.2 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. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size) 1=100/7-10-2, 4=193/7-10-2, 5=452/7-10-2 Max Horz 1=266(LC 6) Max Uplift4=-76(LC 6), 5=-219(LC 6) Max Grav 1=244(LC 6), 4=193(LC 1), 5=452(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-399/90 WEBS 2-5=-263/324 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) Gable requires continuous bottom chord bearing. 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) 4 except (jt=lb) 5=219. 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. March 26,2018 Job B18800953 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817771 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-d1_f7lm6PlX91T7Ljo?AH78SXt8hXBWAX3T5d7zX7RO Scale = 1:55.4 1 2 3 5 462x4 2x4 2x4 2x4 2x4 6-5-3 6-5-3 0-0-47-6-114.00 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) 0.21 0.32 0.12 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: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 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 10-0-0 oc bracing. REACTIONS.(lb/size) 1=27/6-4-15, 4=192/6-4-15, 5=364/6-4-15 Max Horz 1=215(LC 6) Max Uplift1=-14(LC 4), 4=-80(LC 6), 5=-187(LC 6) Max Grav 1=225(LC 6), 4=192(LC 1), 5=364(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-372/66 WEBS 2-5=-228/299 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) Gable requires continuous bottom chord bearing. 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, 4 except (jt=lb) 5=187. 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. March 26,2018 Job B18800953 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817772 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-d1_f7lm6PlX91T7Ljo?AH78Pgt7aXAHAX3T5d7zX7RO Scale: 3/16"=1' 1 2 3 6 5 4 3x4 3x4 2x4 2x4 2x4 2x4 7-8-8 7-8-8 0-11-138-8-512.00 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) 0.40 0.39 0.13 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: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 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 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size) 6=101/7-8-8, 4=193/7-8-8, 5=454/7-8-8 Max Horz 6=229(LC 6) Max Uplift4=-48(LC 6), 5=-242(LC 6) Max Grav 6=238(LC 6), 4=193(LC 1), 5=454(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-307/86 WEBS 2-5=-266/274 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) Gable requires continuous bottom chord bearing. 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) 4 except (jt=lb) 5=242. 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. March 26,2018 Job B18800953 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817773 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-d1_f7lm6PlX91T7Ljo?AH78RNt92XBAAX3T5d7zX7RO Scale = 1:52.7 1 2 3 5 462x4 3x4 2x4 2x4 2x4 7-0-5 7-0-5 0-0-47-0-512.00 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) 0.29 0.30 0.08 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: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 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 10-0-0 oc bracing. REACTIONS.(lb/size) 1=61/7-0-1, 4=192/7-0-1, 5=376/7-0-1 Max Horz 1=197(LC 5) Max Uplift1=-54(LC 4), 4=-59(LC 5), 5=-152(LC 6) Max Grav 1=146(LC 5), 4=192(LC 1), 5=376(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 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, 4 except (jt=lb) 5=152. 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. March 26,2018 Job B18800953 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817774 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-5DY2L5mlA3f0fdiXHVWPpLhRKHQCGfbKliCe9ZzX7RN Scale = 1:40.5 1 2 32x4 2x4 2x4 5-4-5 5-4-5 0-0-45-4-512.00 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) 0.91 0.56 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: 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=194/5-4-1, 3=194/5-4-1 Max Horz 1=146(LC 5) Max Uplift3=-57(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 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) 3. 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. March 26,2018 Job B18800953 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817775 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-5DY2L5mlA3f0fdiXHVWPpLhZSHVAGfbKliCe9ZzX7RN Scale = 1:25.8 1 2 32x4 2x4 2x4 3-8-5 3-8-5 0-0-43-8-512.00 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) 0.39 0.24 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: 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=128/3-8-1, 3=128/3-8-1 Max Horz 1=96(LC 5) Max Uplift3=-38(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 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) 3. 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. March 26,2018 Job B18800953 Truss V20 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817776 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-5DY2L5mlA3f0fdiXHVWPpLheCHY5GfbKliCe9ZzX7RN Scale = 1:15.7 1 2 3 2x4 2x4 2x4 2-0-5 2-0-5 0-0-42-0-512.00 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) 0.09 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=61/2-0-1, 3=61/2-0-1 Max Horz 1=46(LC 5) Max Uplift3=-18(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 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) 3. 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. March 26,2018 Job B18800953 Truss V22 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817777 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-5DY2L5mlA3f0fdiXHVWPpLhb?HW7GfbKliCe9ZzX7RN Scale = 1:20.1 1 2 3 2x4 2x4 2x4 3-3-12 3-3-12 0-0-42-9-210.00 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) 0.30 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=110/3-3-7, 3=110/3-3-7 Max Horz 1=71(LC 6) Max Uplift3=-39(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Gable requires continuous bottom chord bearing. 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) 3. 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. March 26,2018 Job B18800953 Truss V23 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817778 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-ZP6QYQnNxMntGnHkqD1eMYEnJhp0?5WT_MyBh?zX7RM Scale = 1:50.0 1 2 3 5 462x4 2x4 2x4 2x4 2x4 7-11-13 7-11-13 0-0-46-7-1310.00 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) 0.20 0.33 0.09 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: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 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 10-0-0 oc bracing. REACTIONS.(lb/size) 1=103/7-11-8, 4=189/7-11-8, 5=416/7-11-8 Max Horz 1=191(LC 6) Max Uplift4=-44(LC 6), 5=-128(LC 6) Max Grav 1=121(LC 6), 4=189(LC 1), 5=416(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-266/190 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) Gable requires continuous bottom chord bearing. 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) 4 except (jt=lb) 5=128. 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. March 26,2018 Job B18800953 Truss V24 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817779 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-ZP6QYQnNxMntGnHkqD1eMYEeNhnE?6rT_MyBh?zX7RM Scale = 1:31.2 1 2 32x4 2x4 2x4 5-2-3 5-2-3 0-0-44-3-1310.00 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) 0.83 0.51 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=185/5-1-14, 3=185/5-1-14 Max Horz 1=119(LC 6) Max Uplift3=-66(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Gable requires continuous bottom chord bearing. 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) 3. 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. March 26,2018 Job B18800953 Truss V25 Truss Type Valley Qty 1 Ply 1 Wedgewood 80 Westvale Job Reference (optional) I32817780 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 07:57:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VLEqrlyDOMg9h5L3Ne4zJNzhGBe-ZP6QYQnNxMntGnHkqD1eMYEoKhty?6rT_MyBh?zX7RM Scale = 1:15.5 1 2 3 2x4 2x4 2x4 2-4-9 2-4-9 0-0-41-11-1310.00 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) 0.13 0.08 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: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=73/2-4-5, 3=73/2-4-5 Max Horz 1=46(LC 5) Max Uplift3=-16(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 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) 3. 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. March 26,2018 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.