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HomeMy WebLinkAboutKentmore III D-stdRe: 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). Liu, Xuegang Pages or sheets covered by this seal: I32193502 thru I32193550 My license renewal date for the state of Indiana is July 31, 2018. 2018_KENTMORE_III_D 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: M/I HOMES - KENTMORE III D BASE 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. January 19,2018 Job 2018_KENTMORE_III_D Truss GE01 Truss Type GABLE Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193502 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-BpCxd9WqTpE06iUjeXv5wo6Q6mvagYjglii7jkztqzJ Scale = 1:83.7 Sheet Front Full Sheathing 1 Ply 7/16ZIP8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x4 3x6 4x6 3x6 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-11-8 8-11-8 17-11-0 8-11-8 -0-11-0 0-11-0 8-11-8 8-11-8 17-11-0 8-11-8 18-10-0 0-11-0 1-6-410-5-121-6-44-11-812.00 12 7.00 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) 0.36 0.15 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 0.00 (loc) 13 13 14 13 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 98 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-11-0. (lb) - Max Horz 24=-259(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-422(LC 4), 14=-243(LC 5), 23=-298(LC 5), 15=-272(LC 4) Max Grav All reactions 250 lb or less at joint(s) 14, 20, 21, 22, 18, 17, 16 except 24=419(LC 5), 19=527(LC 7), 23=293(LC 4), 15=267(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-38/290, 6-7=-45/362, 7-8=-45/362, 8-9=-38/290 WEBS 7-19=-457/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=422, 14=243, 23=298, 15=272. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 19, 20, 21, 22, 23, 18, 17, 16, 15. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss GE02 Truss Type Valley Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193503 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-g?mJrVXSE7Mtkr3vCERKS0ffPAHMP3QpzMSgFAztqzI Scale = 1:45.9 Sheet Back Full Sheathing 1 Ply 7/16ZIP8 1 2 3 4 5 9 8 7 62x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-1-5 9-1-5 6-0-148.00 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) 0.07 0.05 0.06 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: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-1-5. (lb) - Max Horz 1=175(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 6, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7, 8, 9 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; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7, 8, 9. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193504 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-g?mJrVXSE7Mtkr3vCERKS0fbWAFSPyfpzMSgFAztqzI Scale = 1:118.4 Sheet Front Full Sheathing 1 Ply 7/16ZIP8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 31 29 32 303436 33 37 35 3x4 3x6 3x6 4x6 3x6 3x4 3x6 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 10-3-8 10-3-8 20-7-0 10-3-8 -0-11-0 0-11-0 10-3-8 10-3-8 20-7-0 10-3-8 21-6-0 0-11-0 1-6-411-9-121-6-412.00 12 Plate Offsets (X,Y)-- [24:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.38 0.17 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 -0.00 (loc) 15 15 16 14 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 142 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 21-37: 2x3 SPF No.2 OTHERS 2x3 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. JOINTS 1 Brace at Jt(s): 28, 29, 30, 33, 35 REACTIONS.All bearings 20-7-0. (lb) - Max Horz 27=-284(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 22, 25, 18 except 27=-163(LC 4), 16=-149(LC 5), 23=-114(LC 6), 26=-204(LC 6), 19=-115(LC 7), 17=-200(LC 7) Max Grav All reactions 250 lb or less at joint(s) 27, 16, 22, 23, 25, 26, 20, 19, 18, 17, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-57/270, 7-8=-69/293, 8-9=-69/293, 9-10=-57/270 WEBS 8-28=-316/0, 21-37=-257/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 25, 18 except (jt=lb) 27=163, 16=149, 23=114, 26=204, 19=115, 17=200. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss GE04 Truss Type GABLE Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193505 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-8BJh2rY4?QUkL?e5lyyZ?DBrQZd_8U1zC0BEncztqzH Scale = 1:100.8 Sheet Front Full Sheathing 1 Ply 7/16ZIP8 1 2 3 4 5 6 7 8 9 10 11 12 1314 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 3x6 6x6 6x6 2x4 2x4 3x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 35-2-0 35-2-0 -0-11-0 0-11-0 16-9-5 16-9-5 29-2-2 12-4-12 35-2-0 5-11-14 0-6-1511-7-411-9-37-9-411-7-48.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [12:0-3-1,Edge], [20:0-3-1,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) 0.05 0.02 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 1 1 24 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 286 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 13-34,14-33,15-32,16-31,17-30,18-29,19-27: 2x4 SP No.1 WEDGE Left: 2x3 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.): 12-20. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 23-24, 10-37, 11-36, 13-34, 14-33, 15-32, 16-31, 17-30, 18-29, 19-27, 21-26, 22-25 REACTIONS.All bearings 35-2-0. (lb) - Max Horz 2=284(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 24, 2, 43, 42, 41, 40, 39, 38, 37, 36, 34, 33, 32, 31, 30, 29, 26, 25 Max Grav All reactions 250 lb or less at joint(s) 24, 2, 43, 42, 41, 40, 39, 38, 37, 36, 34, 33, 32, 31, 30, 29, 27, 26, 25 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-346/151, 3-4=-273/133 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 2, 43, 42, 41, 40, 39, 38, 37, 36, 34, 33, 32, 31, 30, 29, 26, 25. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss GE04A Truss Type GABLE Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193506 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-4aRRTXaKX2kSbJoUtM_14eHBwNIWcNPFfKgKsVztqzF Scale = 1:104.1 Sheet Back Full Sheathing 1 Ply 7/16ZIP8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1920 21 22 23 24 25 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x6 6x6 6x6 2x4 2x4 3x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 38-2-0 38-2-0 -0-11-0 0-11-0 16-9-6 16-9-6 29-2-1 12-4-12 38-2-0 8-11-15 0-6-1511-7-411-9-35-9-411-7-48.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [12:0-3-2,Edge], [20:0-3-1,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) 0.05 0.02 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 1 1 26 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 304 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 13-38,14-37,15-36,16-35,17-34,18-33,19-31: 2x4 SP No.1 WEDGE Left: 2x3 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.): 12-20. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-41, 11-40, 13-38, 14-37, 15-36, 16-35, 17-34, 18-33, 19-31, 21-30, 22-29 REACTIONS.All bearings 38-2-0. (lb) - Max Horz 2=255(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 26, 47, 46, 45, 44, 43, 42, 41, 40, 38, 37, 36, 35, 34, 33, 30, 29, 28, 27 except 2=-132(LC 4) Max Grav All reactions 250 lb or less at joint(s) 26, 2, 47, 46, 45, 44, 43, 42, 41, 40, 38, 37, 36, 35, 34, 33, 31, 30, 29, 28, 27 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-329/206, 3-4=-268/182 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 47, 46, 45, 44, 43, 42, 41, 40, 38, 37, 36, 35, 34, 33, 30, 29, 28, 27 except (jt=lb) 2=132. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss GE05 Truss Type GABLE Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193507 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:05:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-YhInOp_WSsvjzv8_r5jXKJBsQdrtDkRt2QrK9xztnVe Scale = 1:73.2 Sheet Front Left Option 4-4-5 1 Ply 7/16ZIP8 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 20 19 32 3x6 6x6 6x8 3x6 2x4 6x10 5x6 3x4 4x6 4x6 4x8 4x8 3x4 3x4 3x6 5x12 3x4 3x4 3x6 3x12 3x8 2x4 2x4 4x10 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-4-54-4-5 5-8-01-3-11 5-9-12 0-1-12 10-2-124-5-0 15-9-45-6-8 21-2-15-4-13 26-3-05-0-15 -1-2-0 1-2-0 5-2-10 5-2-10 5-8-0 0-5-6 10-2-12 4-6-12 15-9-4 5-6-8 15-11-8 0-2-4 21-2-1 5-2-9 26-3-0 5-0-15 27-2-0 0-11-0 1-6-1111-9-712-0-01-6-40-2-912-0-012.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-0-8,0-1-12], [5:0-4-4,0-1-12], [6:0-6-4,0-1-12], [9:0-3-0,0-1-8], [16:0-4-1,0-2-14], [19:0-4-12,0-0-4], [23:0-0-3,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 15.0 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 0.39 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 226 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 14-16: 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 2-16,8-12,8-13,9-12,3-15: 2x3 SPF No.2 3-16,5-15,6-13,6-15: 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15 JOINTS 1 Brace at Jt(s): 19, 20 REACTIONS.(lb/size)17=461/0-3-0, 16=1571/0-3-8, 11=1281/0-3-8 Max Horz 17=-288(LC 4) Max Uplift17=-46(LC 4), 16=-204(LC 6), 11=-70(LC 7) Max Grav 17=468(LC 10), 16=1571(LC 1), 11=1281(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-286/97, 3-4=-768/193, 4-5=-644/228, 5-32=-450/203, 6-32=-449/204, 6-7=-895/246, 7-8=-1036/204, 8-9=-1226/148, 2-17=-393/58, 9-11=-1208/147 BOT CHORD 16-17=-308/293, 14-15=-55/628, 13-14=-57/623, 12-13=0/788 WEBS 16-18=-1429/230, 3-18=-1277/194, 6-13=-75/462, 6-15=-329/91, 8-13=-259/177, 9-12=0/731, 3-19=-58/663, 15-19=-38/606 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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 studs spaced at 2-0-0 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 = 15.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 17, 204 lb uplift at joint 16 and 70 lb uplift at joint 11. 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) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss GE05 Truss Type GABLE Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193507 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:05:57 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-YhInOp_WSsvjzv8_r5jXKJBsQdrtDkRt2QrK9xztnVe 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=-70, 2-5=-70, 5-6=-70, 6-9=-70, 9-10=-70, 14-17=-30, 13-14=-70, 11-13=-30, 6-18=-40(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2018_KENTMORE_III_D Truss GE06 Truss Type GABLE Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193508 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-Ym?qgsazILsJCTMgR4VGdspM?nejLszPu_QuOxztqzE Scale = 1:31.0 Sheet Front Full Sheathing 1 Ply 7/16ZIP8 1 2 3 4 7 6 52x4 2x4 2x4 2x4 2x4 2x4 2x4 6-1-5 6-1-5 4-0-148.00 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) 0.03 0.02 0.03 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: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-1-5. (lb) - Max Horz 1=114(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6, 7 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; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6, 7. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss PB01 Truss Type GABLE Qty 20 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193509 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-0zZCuCbb3f?9qdxs_n0V93MVXBz?4JsY7e9RwOztqzD Scale = 1:31.5 2 3 4 5 6 10 9 8 1 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 11-8-4 11-8-4 5-10-2 5-10-2 11-8-4 5-10-2 -0-0-43-10-83-10-120-1-00-1-88.00 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) 0.17 0.08 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-8-4. (lb) - Max Horz 1=-86(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9 except 10=327(LC 10), 8=327(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-261/142, 5-8=-261/141 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 10, 8. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss PB02 Truss Type GABLE Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193510 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-0zZCuCbb3f?9qdxs_n0V93MWSBzx4J6Y7e9RwOztqzD Scale = 1:26.1 2 3 4 5 6 7 8 12 11 10 1 9 3x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 11-8-4 11-8-4 4-6-13 4-6-13 7-1-7 2-6-10 11-8-4 4-6-13 -0-0-42-10-63-0-90-1-00-1-82-9-28.00 12 Plate Offsets (X,Y)-- [4:0-3-2,Edge], [6:0-3-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-8-4. (lb) - Max Horz 1=64(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 8, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8, 11 except 12=263(LC 10), 10=263(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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 8, 12, 10. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss PB03 Truss Type GABLE Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193511 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-U97a5YcDqz70SmW3YVXkiHuhHaJApmNiMIv_TqztqzC Scale = 1:25.8 2 3 4 5 6 7 8 12 11 10 1 9 3x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 11-8-4 11-8-4 4-5-9 4-5-9 7-2-11 2-9-2 11-8-4 4-5-9 -0-0-42-9-82-11-110-1-00-1-82-8-48.00 12 Plate Offsets (X,Y)-- [4:0-3-1,Edge], [6:0-3-1,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) 0.11 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-8-4. (lb) - Max Horz 1=-62(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 8, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8, 11 except 12=257(LC 10), 10=257(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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 8, 12, 10. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss PB04 Truss Type GABLE Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193512 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-yLhyJudrbGFt3w5F6C3zEURrU_fUYDPraxeY?GztqzB Scale = 1:21.7 2 3 4 5 6 7 8 12 11 10 1 9 4x10 4x10 3x4 3x4 2x4 2x4 2x4 2x4 11-8-4 11-8-4 2-0-13 2-0-13 9-7-7 7-6-10 11-8-4 2-0-13 -0-0-41-2-61-4-90-1-00-1-81-1-28.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-0-14], [6:0-5-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.08 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-8-4. (lb) - Max Horz 1=25(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 8, 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8, 12, 10 except 11=351(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-267/122 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 8, 11, 12, 10. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss PB05 Truss Type GABLE Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193513 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-yLhyJudrbGFt3w5F6C3zEURrO_fUYDPraxeY?GztqzB Scale = 1:21.7 2 3 4 5 6 7 8 12 11 10 1 9 4x10 4x10 3x4 3x4 2x4 2x4 2x4 2x4 11-8-4 11-8-4 1-11-9 1-11-9 9-8-11 7-9-2 11-8-4 1-11-9 -0-0-41-1-81-3-110-1-00-1-81-0-48.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-0-14], [6:0-5-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.08 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-8-4. (lb) - Max Horz 1=-24(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 8, 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8, 12, 10 except 11=357(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-272/125 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 8, 11, 12, 10. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss PB06E Truss Type Piggyback Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193514 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-yLhyJudrbGFt3w5F6C3zEURsf_g0YDwraxeY?GztqzB Scale = 1:23.4 Sheet Front Full Sheathing 1 Ply 7/16ZIP8 1 2 3 45 6 4x6 2x4 2x4 2x4 5-6-8 5-6-8 2-9-4 2-9-4 5-6-8 2-9-4 0-5-32-7-120-1-80-5-30-1-812.00 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.05 0.01 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: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=134/4-5-2, 4=134/4-5-2, 6=125/4-5-2 Max Horz 2=-54(LC 4) Max Uplift2=-27(LC 6), 4=-31(LC 7) Max Grav 2=134(LC 1), 4=134(LC 1), 6=134(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss PB07 Truss Type Piggyback Qty 5 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193515 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-RYEKWEdTMaNkh4gRgwaCni_1OO0FHgA?pbO5XiztqzA Scale = 1:23.4 1 2 3 45 6 4x6 2x4 2x4 2x4 5-6-8 5-6-8 2-9-4 2-9-4 5-6-8 2-9-4 0-5-32-7-120-1-80-5-30-1-812.00 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.05 0.01 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: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=134/4-5-2, 4=134/4-5-2, 6=125/4-5-2 Max Horz 2=-54(LC 4) Max Uplift2=-27(LC 6), 4=-31(LC 7) Max Grav 2=134(LC 1), 4=134(LC 1), 6=134(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss T01 Truss Type ROOF SPECIAL Qty 2 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193516 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-RYEKWEdTMaNkh4gRgwaCni__JOzcHbD?pbO5XiztqzA Scale = 1:83.7 1 2 3 4 5 6 7 13 12 11 10 9 8 4x6 2x4 3x6 2x4 3x6 3x6 5x8 3x6 3x8 3x6 4x8 4-2-5 4-2-5 8-11-8 4-9-3 13-2-0 4-2-8 17-11-0 4-9-0 -0-11-0 0-11-0 4-2-5 4-2-5 8-11-8 4-9-3 13-2-0 4-2-8 17-11-0 4-9-0 18-10-0 0-11-0 1-6-410-5-121-6-44-11-812.00 12 7.00 12 Plate Offsets (X,Y)-- [6:0-3-7,0-1-8], [10:0-5-4,0-2-0] 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) 0.27 0.22 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.13 (loc) 11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 108 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 5-9: 2x4 SP No.1, 2-13,6-8,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=768/0-5-8, 8=767/0-5-8 Max Horz 13=256(LC 5) Max Uplift13=-45(LC 6), 8=-46(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1105/79, 3-4=-971/18, 4-5=-962/48, 5-6=-1116/51, 2-13=-748/123, 6-8=-744/103 BOT CHORD 12-13=-290/314, 11-12=-195/863, 10-11=0/859 WEBS 4-11=0/966, 2-12=0/713, 6-10=0/685 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss T01A Truss Type ROOF SPECIAL Qty 2 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193517 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-vkojkae57uVbJEFeDd5RKvWAPoJq02Q82F7f39ztqz9 Scale = 1:83.7 1 2 3 4 5 6 12 11 10 9 8 7 4x6 3x8 2x4 3x6 2x4 3x6 3x6 5x8 3x6 3x6 4x8 4-2-5 4-2-5 8-11-8 4-9-3 13-2-0 4-2-8 17-11-0 4-9-0 -0-11-0 0-11-0 4-2-5 4-2-5 8-11-8 4-9-3 13-2-0 4-2-8 17-11-0 4-9-0 1-6-410-5-121-6-44-11-812.00 12 7.00 12 Plate Offsets (X,Y)-- [6:0-3-7,Edge], [9:0-5-4,0-2-0] 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) 0.24 0.22 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.13 (loc) 10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 5-8: 2x4 SP No.1, 2-12,6-7,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)12=770/0-5-8, 7=701/0-5-8 Max Horz 12=249(LC 5) Max Uplift12=-43(LC 6), 7=-30(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1109/116, 3-4=-976/68, 4-5=-968/98, 5-6=-1123/91, 2-12=-750/144, 6-7=-677/87 BOT CHORD 11-12=-282/266, 10-11=-182/866, 9-10=-9/871 WEBS 4-10=-33/974, 2-11=0/715, 6-9=0/699 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss T01B Truss Type ROOF SPECIAL Qty 3 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193518 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-vkojkae57uVbJEFeDd5RKvWA5oJv02c82F7f39ztqz9 Scale = 1:83.7 1 2 3 4 5 6 12 11 10 9 8 7 4x6 3x6 2x4 3x6 2x4 3x6 3x6 5x8 3x6 3x6 4x8 4-2-5 4-2-5 8-11-8 4-9-3 13-2-0 4-2-8 17-8-0 4-6-0 -0-11-0 0-11-0 4-2-5 4-2-5 8-11-8 4-9-3 13-2-0 4-2-8 17-8-0 4-6-0 1-6-410-5-121-9-44-11-812.00 12 7.00 12 Plate Offsets (X,Y)-- [9:0-5-4,0-2-0] 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) 0.20 0.21 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.12 (loc) 10 10-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 5-8: 2x4 SP No.1, 2-12,6-7,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)12=760/0-5-8, 7=691/Mechanical Max Horz 12=249(LC 5) Max Uplift12=-43(LC 6), 7=-31(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1091/120, 3-4=-952/73, 4-5=-943/103, 5-6=-1061/92, 2-12=-740/146, 6-7=-661/83 BOT CHORD 11-12=-282/260, 10-11=-183/852, 9-10=-15/824 WEBS 4-10=-40/939, 2-11=0/703, 6-9=-2/670 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss T02 Truss Type Monopitch Qty 2 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193519 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-NwM5xwfjuBdSxOqqnKcgs73LwCgZlZmHGvtCcbztqz8 Scale = 1:59.8 1 2 3 4 7 6 5 2x4 5x6 2x4 2x4 6x10 3x4 3x8 4-6-0 4-6-0 4-8-8 0-2-8 9-4-0 4-7-8 -1-2-0 1-2-0 4-6-0 4-6-0 4-8-0 0-2-0 9-4-0 4-8-0 1-2-07-7-40-2-98.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-1-8], [6:0-2-4,0-3-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.12 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 5-6: 2x8 SP 2400F 2.0E WEBS 2x4 SP No.1 *Except* 4-5,3-5: 2x3 SPF No.2, 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=175/Mechanical, 7=250/0-3-0, 6=381/0-5-0 Max Horz 7=238(LC 6) Max Uplift5=-194(LC 6), 7=-115(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-275/0, 3-5=-35/289 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=194, 7=115. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss T03 Truss Type Common Qty 5 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193520 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-NwM5xwfjuBdSxOqqnKcgs73IMCcUlTFHGvtCcbztqz8 Scale: 1/8"=1’ 1 2 3 4 5 6 7 8 9 14 13 12 11 10151617181920 3x6 4x6 3x6 3x6 4x6 3x6 4x6 3x6 3x6 3x6 3x6 3x6 6-11-3 6-11-3 13-7-13 6-8-11 20-7-0 6-11-3 -0-11-0 0-11-0 5-3-0 5-3-0 10-3-8 5-0-8 15-4-0 5-0-8 20-7-0 5-3-0 21-6-0 0-11-0 1-6-411-9-121-6-412.00 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.38 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.13 0.02 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 5-11,5-13: 2x4 SP No.1, 2-14,8-10: 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 3-14, 7-10 REACTIONS.(lb/size)14=1063/0-3-8, 10=1063/0-3-8 Max Horz 14=-284(LC 4) Max Uplift14=-49(LC 6), 10=-49(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-277/208, 3-4=-955/221, 4-5=-839/260, 5-6=-839/260, 6-7=-955/221, 7-8=-277/208, 2-14=-334/205, 8-10=-334/205 BOT CHORD 14-15=-93/633, 15-16=-93/633, 13-16=-93/633, 13-17=-20/461, 12-17=-20/461, 12-18=-20/461, 11-18=-20/461, 11-19=0/633, 19-20=0/633, 10-20=0/633 WEBS 5-11=-162/494, 5-13=-162/494, 3-14=-823/0, 7-10=-823/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss T04 Truss Type Piggyback Base Qty 3 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193521 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-r7wT8GgMfVlJYYP0L27vPKcNfbvoUyvRVZcl81ztqz7 Scale = 1:88.5 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 3x6 5x6 5x6 4x8 3x6 3x6 2x4 3x4 5x6 2x4 3x8 4x6 2x4 3x6 8-7-6 8-7-6 17-1-9 8-6-4 22-11-11 5-10-2 28-9-13 5-10-2 35-2-0 6-4-3 -0-11-0 0-11-0 8-7-6 8-7-6 17-1-9 8-6-4 22-11-11 5-10-2 28-9-13 5-10-2 35-2-0 6-4-3 0-6-1512-0-07-9-412-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-3-12,0-2-0], [7:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.77 0.57 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.36 0.07 (loc) 2-15 2-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 237 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 3-15,8-10: 2x3 SPF No.2, 8-9: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-12, 6-12, 7-12, 7-10, 8-9 REACTIONS.(lb/size)2=1462/0-5-8, 9=1391/Mechanical Max Horz 2=287(LC 6) Max Uplift2=-77(LC 6), 9=-30(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2059/143, 3-4=-1434/150, 4-5=-1272/201, 5-6=-955/201, 6-7=-955/201, 7-8=-836/138, 8-9=-1337/160 BOT CHORD 2-15=-232/1575, 14-15=-232/1575, 13-14=-232/1575, 12-13=-98/1051, 11-12=-41/622, 10-11=-41/622 WEBS 3-15=0/379, 3-13=-638/193, 5-13=-23/559, 6-12=-382/171, 7-12=-135/783, 7-10=-621/128, 8-10=-58/963 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 2, 9. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss T04A Truss Type Piggyback Base Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193522 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-r7wT8GgMfVlJYYP0L27vPKcNcbvrUudRVZcl81ztqz7 Scale = 1:97.2 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 3x6 5x6 5x6 4x8 3x6 2x4 2x4 5x8 3x4 2x4 2x4 3x6 2x4 4x10 5x6 5x8 5x8 8-7-6 8-7-6 17-1-9 8-6-4 22-6-0 5-4-7 23-4-0 0-10-0 28-9-13 5-5-13 35-2-0 6-4-3 -0-11-0 0-11-0 8-7-6 8-7-6 17-1-9 8-6-4 22-6-0 5-4-7 23-4-0 0-10-0 28-9-13 5-5-13 35-2-0 6-4-3 0-6-1512-0-07-9-42-0-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-3-12,0-2-0], [8:0-3-12,0-2-0], [13:0-5-8,0-2-8], [14:0-2-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.78 0.57 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.36 0.10 (loc) 2-18 2-18 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 267 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 3-18,7-14,9-11: 2x3 SPF No.2, 14-16,11-13,9-10: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-3 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 7-12, 3-16, 7-14, 8-11, 9-10 REACTIONS.(lb/size)2=1460/0-5-8, 10=1389/Mechanical Max Horz 2=287(LC 6) Max Uplift2=-77(LC 6), 10=-31(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2057/144, 3-4=-1433/150, 4-5=-1271/202, 5-6=-1154/222, 6-7=-1153/222, 7-8=-1120/218, 8-9=-835/139, 9-10=-1336/161 BOT CHORD 2-18=-233/1573, 17-18=-233/1573, 16-17=-233/1573, 13-14=-107/1130 WEBS 7-13=-542/152, 3-18=0/377, 3-16=-641/193, 5-16=0/284, 14-16=-106/1113, 5-14=-141/254, 7-14=-37/449, 11-13=-44/659, 8-13=-159/1023, 8-11=-845/147, 9-11=-58/962 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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) 2, 10. 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. 8) The loading on this truss has been modified to reflect the roof profile, the ridgeline is located 22-11-11 from joint 1 and has a slope of 8.000 on the left and -8.000 on the right. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss T04B Truss Type Piggyback Base Qty 2 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193523 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-JJUrMch_PptAAh_Cvle8xY8YP?F1DP9akDMJgUztqz6 Scale = 1:88.5 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 3x6 5x6 5x6 4x8 3x6 3x6 2x4 3x4 5x6 2x4 3x8 4x6 2x4 3x6 8-7-6 8-7-6 17-1-9 8-6-4 22-11-11 5-10-2 28-9-13 5-10-2 35-2-0 6-4-3 -0-11-0 0-11-0 8-7-6 8-7-6 17-1-9 8-6-4 22-11-11 5-10-2 28-9-13 5-10-2 35-2-0 6-4-3 0-6-1512-0-07-9-412-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-3-12,0-2-0], [7:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.77 0.57 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.36 0.07 (loc) 2-15 2-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 237 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 3-15,8-10: 2x3 SPF No.2, 8-9: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-12, 6-12, 7-12, 7-10, 8-9 REACTIONS.(lb/size)2=1462/0-5-8, 9=1391/Mechanical Max Horz 2=287(LC 6) Max Uplift2=-77(LC 6), 9=-30(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2059/143, 3-4=-1434/150, 4-5=-1272/201, 5-16=-955/201, 6-16=-954/201, 6-7=-955/201, 7-8=-836/138, 8-9=-1337/160 BOT CHORD 2-15=-232/1575, 14-15=-232/1575, 13-14=-232/1575, 12-13=-98/1051, 11-12=-41/622, 10-11=-41/622 WEBS 3-15=0/379, 3-13=-642/193, 5-13=-23/559, 5-12=-335/82, 6-12=-361/171, 7-12=-135/745, 7-10=-621/128, 8-10=-58/963 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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) 2, 9. 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. 8) The loading on this truss has been modified to reflect the roof profile, the ridgeline is located 22-11-11 from joint 1 and has a slope of 8.000 on the left and -8.000 on the right. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss T04C Truss Type Piggyback Base Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193524 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-JJUrMch_PptAAh_Cvle8xY8ZU?F7DFtakDMJgUztqz6 Scale = 1:97.2 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 3x6 5x6 5x6 4x8 3x6 2x4 3x4 2x4 2x4 2x4 3x6 2x4 5x12 8x8 5x6 8x8 5x6 6x10 4x6 8-7-6 8-7-6 17-1-9 8-6-4 19-6-0 2-4-7 21-6-0 2-0-0 22-11-11 1-5-11 28-9-13 5-10-3 35-2-0 6-4-3 -0-11-0 0-11-0 8-7-6 8-7-6 17-1-9 8-6-4 19-6-0 2-4-7 21-6-0 2-0-0 22-11-11 1-5-11 28-9-13 5-10-3 35-2-0 6-4-3 0-6-1512-0-07-9-42-0-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-3-12,0-2-0], [9:0-3-12,0-2-0], [15:0-2-0,0-3-4], [16:0-5-8,0-4-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.77 0.56 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.38 0.24 (loc) 16 2-20 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 281 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 3-20,5-16,6-15,8-15,10-12: 2x3 SPF No.2 16-18,13-15,10-11: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-12 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 7-14, 3-18, 5-18, 6-15, 8-13, 9-13, 9-12, 10-11 REACTIONS.(lb/size)2=1460/0-5-8, 11=1389/Mechanical Max Horz 2=287(LC 6) Max Uplift2=-77(LC 6), 11=-31(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2056/143, 3-4=-1434/151, 4-5=-1272/202, 5-6=-1251/234, 6-7=-1172/224, 7-21=-1163/223, 8-21=-1163/223, 8-9=-957/203, 9-10=-833/139, 10-11=-1333/161 BOT CHORD 2-20=-232/1573, 19-20=-232/1573, 18-19=-232/1573, 15-16=-121/1255, 12-13=-42/620 WEBS 6-16=-93/364, 3-20=0/378, 3-18=-641/191, 5-18=-466/138, 16-18=-134/1433, 5-16=-86/821, 6-15=-452/68, 13-15=-148/1595, 8-15=-129/1361, 8-13=-1795/295, 9-13=-136/754, 9-12=-633/131, 10-12=-59/960 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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) 2, 11. 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. 8) The loading on this truss has been modified to reflect the roof profile, the ridgeline is located 22-11-11 from joint 1 and has a slope of 8.000 on the left and -8.000 on the right. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss T04D Truss Type Piggyback Base Qty 4 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193525 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-nV2DZxhcA6?1orYPSTANUlhj9PbGysPkzt5sDwztqz5 Scale = 1:88.5 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 3x6 5x6 5x6 4x8 3x6 3x6 2x4 3x4 5x6 2x4 3x8 4x6 2x4 3x6 8-7-6 8-7-6 17-1-9 8-6-4 22-11-11 5-10-2 28-9-13 5-10-2 35-2-0 6-4-3 -0-11-0 0-11-0 8-7-6 8-7-6 17-1-9 8-6-4 22-11-11 5-10-2 28-9-13 5-10-2 35-2-0 6-4-3 0-6-1512-0-07-9-412-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-3-12,0-2-0], [7:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.77 0.57 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.36 0.07 (loc) 2-15 2-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 237 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 3-15,8-10: 2x3 SPF No.2, 8-9: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-12, 6-12, 7-12, 7-10, 8-9 REACTIONS.(lb/size)2=1462/0-5-8, 9=1391/Mechanical Max Horz 2=287(LC 6) Max Uplift2=-77(LC 6), 9=-30(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2059/143, 3-4=-1434/150, 4-5=-1272/201, 5-16=-955/201, 6-16=-954/201, 6-7=-955/201, 7-8=-836/138, 8-9=-1337/160 BOT CHORD 2-15=-232/1575, 14-15=-232/1575, 13-14=-232/1575, 12-13=-98/1051, 11-12=-41/622, 10-11=-41/622 WEBS 3-15=0/379, 3-13=-642/193, 5-13=-23/559, 5-12=-335/82, 6-12=-361/171, 7-12=-135/745, 7-10=-621/128, 8-10=-58/963 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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) 2, 9. 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. 8) The loading on this truss has been modified to reflect the roof profile, the ridgeline is located 22-11-11 from joint 1 and has a slope of 8.000 on the left and -8.000 on the right. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss T04E Truss Type Piggyback Base Qty 3 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193526 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-nV2DZxhcA6?1orYPSTANUlhlhPbYylfkzt5sDwztqz5 Scale = 1:108.5 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 3x6 5x6 4x6 4x8 3x6 3x6 2x4 3x4 5x6 2x4 4x8 2x4 6x10 3x4 3x4 3x4 5x6 4x8 4x8 8-7-6 8-7-6 17-1-10 8-6-4 22-11-12 5-10-2 28-9-13 5-10-2 33-3-0 4-5-3 38-2-0 4-11-0 -0-11-0 0-11-0 8-7-6 8-7-6 17-1-10 8-6-4 22-11-12 5-10-2 28-9-13 5-10-2 33-3-0 4-5-3 33-4-11 0-1-11 38-2-0 4-9-5 0-6-1512-0-05-6-110-2-912-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-3-12,0-2-0], [7:0-3-12,0-2-0], [8:0-1-8,0-1-8], [11:0-4-7,0-2-13] 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 0.55 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.18 -0.35 0.05 (loc) 2-17 2-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 281 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 11-13: 2x6 SP No.1 WEBS 2x4 SP No.1 *Except* 3-17,9-11,8-12: 2x3 SPF No.2, 9-10: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 7-12, 8-11, 6-14, 5-14, 7-14 REACTIONS.(lb/size)2=1363/0-5-8, 11=1729/0-5-8 Max Horz 2=267(LC 5) Max Uplift2=-280(LC 5), 11=-390(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1890/749, 3-4=-1263/539, 4-5=-1101/590, 5-18=-765/469, 6-18=-764/469, 6-7=-765/469, 7-8=-525/325 BOT CHORD 2-17=-676/1438, 16-17=-676/1438, 15-16=-676/1438, 14-15=-363/909, 13-14=-155/377, 12-13=-155/378 WEBS 3-17=-154/379, 3-15=-646/380, 5-15=-329/562, 7-12=-800/249, 8-11=-1521/601, 6-14=-378/175, 5-14=-405/152, 7-14=-378/868, 8-12=-368/1006 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=280, 11=390. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) The loading on this truss has been modified to reflect the roof profile, the ridgeline is located 22-11-11 from joint 1 and has a slope of 8.000 on the left and -8.000 on the right. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss T04F Truss Type Piggyback Base Qty 2 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193527 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-FhccnHiExQ7uP?7b0Ahc0zEvepwehG9tBXrQlMztqz4 Scale = 1:89.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 3x6 5x6 2x4 4x8 3x6 3x6 2x4 3x4 5x6 2x4 3x8 3x4 3x4 3x6 3x6 8-7-6 8-7-6 17-1-10 8-6-4 22-11-12 5-10-2 28-9-13 5-10-2 38-2-0 9-4-2 -0-11-0 0-11-0 8-7-6 8-7-6 17-1-10 8-6-4 22-11-12 5-10-2 28-9-13 5-10-2 33-4-11 4-6-13 38-2-0 4-9-5 0-6-1512-0-05-9-412-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-3-12,0-2-0], [7:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.73 0.62 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.46 0.09 (loc) 10-11 10-11 10 l/defl >999 >996 n/a L/d 240 180 n/a PLATES MT20 Weight: 265 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 3-16: 2x3 SPF No.2, 9-10: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-11 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-13, 6-13, 7-13, 7-11, 8-10 REACTIONS.(lb/size)2=1581/0-5-8, 10=1511/0-5-8 Max Horz 2=263(LC 5) Max Uplift2=-86(LC 6), 10=-24(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2264/179, 3-4=-1643/186, 4-5=-1481/237, 5-17=-1187/244, 6-17=-1187/244, 6-7=-1187/244, 7-8=-1183/216 BOT CHORD 2-16=-203/1742, 15-16=-203/1742, 14-15=-203/1742, 13-14=-94/1225, 12-13=-29/916, 11-12=-29/916, 10-11=-61/707 WEBS 3-16=0/377, 3-14=-636/193, 5-14=-20/564, 6-13=-373/175, 7-13=-146/606, 8-11=-66/445, 8-10=-1476/137 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) The loading on this truss has been modified to reflect the roof profile, the ridgeline is located 22-11-11 from joint 1 and has a slope of 8.000 on the left and -8.000 on the right. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss T04G Truss Type Piggyback Base Qty 3 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193528 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-juA__djsikFl19inauCrZAm3LDGvQg?0QBazHpztqz3 Scale = 1:98.6 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 3x6 5x6 2x4 4x8 3x6 2x4 4x6 2x4 2x4 3x6 2x4 4x10 5x8 5x6 6x8 5x12 3x4 3x6 8-7-6 8-7-6 17-1-10 8-6-4 24-0-0 6-10-6 27-0-0 3-0-0 28-9-13 1-9-13 38-2-0 9-4-2 -0-11-0 0-11-0 8-7-6 8-7-6 17-1-10 8-6-4 24-0-0 6-10-6 27-0-0 3-0-0 28-9-13 1-9-13 33-4-11 4-6-13 38-2-0 4-9-5 0-6-1512-0-05-9-42-0-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-3-12,0-2-0], [8:0-3-12,0-2-0], [14:0-2-0,0-2-8], [15:0-5-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.73 0.62 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.41 0.19 (loc) 11-12 11-12 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 286 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 3-19,6-14,8-14: 2x3 SPF No.2, 15-17,12-14,10-11: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-13 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-13, 3-17, 6-14, 8-12, 9-11 REACTIONS.(lb/size)2=1581/0-5-8, 11=1509/0-5-8 Max Horz 2=262(LC 5) Max Uplift2=-87(LC 6), 11=-25(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2261/180, 3-4=-1644/186, 4-5=-1484/237, 5-20=-1401/257, 6-20=-1401/257, 6-7=-1205/233, 7-8=-1203/233, 8-9=-1186/216 BOT CHORD 2-19=-204/1740, 18-19=-204/1740, 17-18=-204/1740, 14-15=-95/1403, 11-12=-62/709 WEBS 6-15=-6/353, 3-19=0/369, 3-17=-632/194, 5-17=0/321, 15-17=-98/1277, 5-15=-137/369, 6-14=-640/140, 12-14=-36/1304, 8-14=-195/1469, 8-12=-1102/186, 9-12=-61/445, 9-11=-1484/137 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) The loading on this truss has been modified to reflect the roof profile, the ridgeline is located 22-11-11 from joint 1 and has a slope of 8.000 on the left and -8.000 on the right. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss T04H Truss Type Piggyback Base Qty 5 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193529 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-juA__djsikFl19inauCrZAm3NDGtQjP0QBazHpztqz3 Scale = 1:89.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x6 5x6 2x4 4x8 3x6 3x6 2x4 3x4 5x6 2x4 3x8 3x4 3x4 3x6 3x6 8-7-6 8-7-6 17-1-10 8-6-4 22-11-12 5-10-2 28-9-13 5-10-2 38-2-0 9-4-2 -0-11-0 0-11-0 8-7-6 8-7-6 17-1-10 8-6-4 22-11-12 5-10-2 28-9-13 5-10-2 33-4-11 4-6-13 38-2-0 4-9-5 0-6-1512-0-05-9-412-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-3-12,0-2-0], [7:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.73 0.62 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.46 0.09 (loc) 10-11 10-11 10 l/defl >999 >996 n/a L/d 240 180 n/a PLATES MT20 Weight: 265 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 3-16: 2x3 SPF No.2, 9-10: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-11 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-13, 6-13, 7-13, 7-11, 8-10 REACTIONS.(lb/size)2=1581/0-5-8, 10=1511/0-5-8 Max Horz 2=263(LC 5) Max Uplift2=-86(LC 6), 10=-24(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2264/179, 3-4=-1643/186, 4-5=-1481/237, 5-6=-1187/244, 6-7=-1187/244, 7-8=-1183/216 BOT CHORD 2-16=-203/1742, 15-16=-203/1742, 14-15=-203/1742, 13-14=-94/1225, 12-13=-29/916, 11-12=-29/916, 10-11=-61/707 WEBS 3-16=0/377, 3-14=-631/193, 5-14=-20/564, 6-13=-394/175, 7-13=-146/660, 7-11=-260/166, 8-11=-66/495, 8-10=-1476/137 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193530 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-C4jMCzkUT1NcfJH_8bj46OJK1cgb9ChAfrKWpFztqz2 Scale = 1:102.4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 3x6 6x6 6x6 3x6 2x4 6x10 3x4 3x4 3x4 5x6 2x4 3x8 4x6 4x8 4x8 3x4 3x4 3x6 5-8-0 5-8-0 5-9-12 0-1-12 10-2-12 4-5-0 15-9-4 5-6-8 21-2-1 5-4-13 26-3-0 5-0-15 -1-2-0 1-2-0 5-2-10 5-2-10 5-8-0 0-5-6 10-2-12 4-6-12 15-9-4 5-6-8 21-2-1 5-4-13 26-3-0 5-0-15 27-2-0 0-11-0 1-6-1111-9-712-0-01-6-40-2-912-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [3:0-0-8,0-2-0], [5:0-4-4,0-1-12], [6:0-4-4,0-1-12], [9:0-3-7,0-1-8], [16:0-4-2,0-2-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.35 0.27 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.08 0.01 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 198 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 14-16: 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-17,9-11,3-16: 2x4 SPF-S Stud, 3-16,5-15,6-13,6-15: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 6-15 REACTIONS.(lb/size)17=373/0-3-0, 16=1032/0-3-8, 11=961/0-3-8 Max Horz 17=-288(LC 4) Max Uplift17=-39(LC 4), 16=-140(LC 6), 11=-45(LC 7) Max Grav 17=375(LC 10), 16=1032(LC 1), 11=961(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-563/146, 4-5=-456/181, 5-18=-320/171, 6-18=-320/171, 6-7=-630/192, 7-8=-751/150, 8-9=-910/100, 2-17=-324/49, 9-11=-911/104 BOT CHORD 16-17=-307/293, 14-15=-24/443, 13-14=-25/439, 12-13=0/576 WEBS 3-16=-947/117, 6-13=-77/375, 6-15=-312/93, 9-12=0/529, 3-15=-14/451 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 11 except (jt=lb) 16=140. 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. 8) The loading on this truss has been modified to reflect the roof profile, the ridgeline is located 14-2-0 from joint 1 and has a slope of 12.000 on the left and -12.000 on the right. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss T05A Truss Type PIGGYBACK BASE Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193531 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-C4jMCzkUT1NcfJH_8bj46OJKKci_9CJAfrKWpFztqz2 Scale = 1:102.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 3x6 6x6 6x6 3x6 2x4 6x10 3x4 3x4 3x4 5x6 2x4 4x6 4x6 4x8 4x8 3x4 3x4 3x6 5-8-0 5-8-0 5-9-12 0-1-12 10-2-12 4-5-0 15-9-4 5-6-8 21-2-1 5-4-13 26-3-0 5-0-15 5-2-10 5-2-10 5-8-0 0-5-6 10-2-12 4-6-12 15-9-4 5-6-8 21-2-1 5-4-13 26-3-0 5-0-15 27-2-0 0-11-0 1-6-1111-9-712-0-01-6-40-2-912-0-012.00 12 Plate Offsets (X,Y)-- [2:0-0-8,0-2-0], [4:0-4-4,0-1-12], [5:0-4-4,0-1-12], [15:0-4-2,0-2-13] 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) 0.33 0.18 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 15-16 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 196 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 13-15: 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 1-16,8-10,2-15: 2x4 SPF-S Stud, 2-15,4-14,5-12,5-14: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-14 REACTIONS.(lb/size)16=275/0-3-0, 15=968/0-3-8, 10=898/0-3-8 Max Horz 16=-282(LC 4) Max Uplift15=-91(LC 6), 10=-45(LC 7) Max Grav 16=277(LC 10), 15=968(LC 1), 10=898(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-502/152, 3-4=-392/187, 4-17=-276/174, 5-17=-276/174, 5-6=-545/192, 6-7=-667/151, 7-8=-842/102, 8-10=-851/105 BOT CHORD 15-16=-256/301, 13-14=-24/383, 12-13=-25/381, 11-12=0/528 WEBS 2-15=-858/161, 5-12=-75/342, 5-14=-281/88, 8-11=0/483, 2-14=-24/375 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 10. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) The loading on this truss has been modified to reflect the roof profile, the ridgeline is located 13-0-0 from joint 1 and has a slope of 12.000 on the left and -12.000 on the right. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss T05B Truss Type PIGGYBACK BASE Qty 2 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193532 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-gGHkPJk6ELVSGTsAhJEJebsV700pufuJtV34Mhztqz1 Scale = 1:102.4 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 3x6 6x6 6x6 3x6 2x4 6x10 3x4 3x4 3x4 5x6 2x4 4x6 4x6 4x8 4x8 3x4 3x4 3x6 5-8-0 5-8-0 5-9-12 0-1-12 10-2-12 4-5-0 15-9-4 5-6-8 21-2-1 5-4-13 26-3-0 5-0-15 5-2-10 5-2-10 5-8-0 0-5-6 10-2-12 4-6-12 15-9-4 5-6-8 21-2-1 5-4-13 26-3-0 5-0-15 1-6-1111-9-712-0-01-6-40-2-912-0-012.00 12 Plate Offsets (X,Y)-- [2:0-0-8,0-2-0], [4:0-4-4,0-1-12], [5:0-4-4,0-1-12], [14:0-4-1,0-2-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.33 0.27 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.08 0.01 (loc) 11-13 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 194 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 12-14: 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 1-15,8-9,2-14: 2x4 SPF-S Stud, 2-14,4-13,5-11,5-13: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS.(lb/size)15=290/0-3-0, 14=1036/0-3-8, 9=897/0-3-8 Max Horz 15=-242(LC 4) Max Uplift15=-34(LC 4), 14=-151(LC 6), 9=-9(LC 7) Max Grav 15=301(LC 10), 14=1036(LC 1), 9=897(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-570/136, 3-4=-460/171, 4-5=-323/162, 5-6=-633/183, 6-7=-756/141, 7-8=-912/82, 8-9=-847/65 BOT CHORD 14-15=-263/246, 12-13=-16/446, 11-12=-17/442, 10-11=0/582 WEBS 2-14=-954/146, 5-11=-75/374, 5-13=-301/93, 8-10=0/540, 2-13=-17/443 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; 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) 15, 9 except (jt=lb) 14=151. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss T05C Truss Type PIGGYBACK BASE Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193533 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-gGHkPJk6ELVSGTsAhJEJebsV_00wudjJtV34Mhztqz1 Scale = 1:102.4 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 3x6 6x6 6x6 3x6 2x4 6x10 3x4 3x4 3x4 5x8 2x4 4x6 4x6 4x8 4x8 3x4 3x4 3x6 5-8-0 5-8-0 5-9-12 0-1-12 10-2-12 4-5-0 15-9-4 5-6-8 21-2-1 5-4-13 26-3-0 5-0-15 5-2-10 5-2-10 5-8-0 0-5-6 10-2-12 4-6-12 15-9-4 5-6-8 21-2-1 5-4-13 26-3-0 5-0-15 1-6-1112-0-00-2-91-6-40-2-912-0-012.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [2:0-0-8,0-1-12], [4:0-4-4,0-1-12], [5:0-4-4,0-1-12], [14:0-4-0,0-2-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.33 0.27 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.08 0.01 (loc) 11-13 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 194 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 12-14: 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 1-15,8-9,2-14: 2x4 SPF-S Stud, 2-14,4-13,5-11,5-13: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 4-13, 5-13 REACTIONS.(lb/size)14=1405/0-3-8, 9=818/0-3-8 Max Horz 14=-242(LC 4) Max Uplift14=-131(LC 6), 9=-18(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-90/330, 2-3=-414/122, 3-4=-304/157, 5-6=-535/167, 6-7=-658/125, 7-8=-825/68, 8-9=-769/53 BOT CHORD 12-13=-38/377, 11-12=-39/372, 10-11=0/521 WEBS 2-14=-1260/195, 5-11=-72/385, 5-13=-359/105, 8-10=0/477, 2-13=-46/665 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;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) 9 except (jt=lb) 14=131. 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. 8) The loading on this truss has been modified to reflect the roof profile, the ridgeline is located 13-0-0 from joint 1 and has a slope of 12.000 on the left and -12.000 on the right. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193534 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-8Tr6cfll?fdJucRMF0lYBpOWaQJyd_tT69pdu7ztqz0 Scale = 1:92.3 1 2 3 4 5 6 12 11 10 9 8 7131415161718192021 5x12 5x10 MT18HS 8x16 3x6 3x8 6x8 2x4 8x10 12x12 2x4 12x12 8x8 4-7-8 4-7-8 11-10-0 7-2-8 17-9-8 5-11-8 23-11-0 6-1-8 4-7-8 4-7-8 8-11-8 4-4-0 11-10-0 2-10-8 17-9-8 5-11-8 23-11-0 6-1-8 1-6-47-7-410-5-127-7-412.00 12 Plate Offsets (X,Y)-- [1:0-5-4,Edge], [4:0-10-12,0-4-12], [8:0-6-0,0-6-4], [9:0-3-8,0-5-12], [11:0-3-8,0-5-4] 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) 0.98 0.47 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.44 0.03 (loc) 9-11 9-11 7 l/defl >999 >639 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 447 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 4-6: 2x6 SP No.1 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.1 *Except* 2-11,5-8: 2x4 SPF-S Stud, 1-12: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 4-9 REACTIONS.(lb/size)7=9620/0-5-8, 12=8833/0-5-8 Max Horz 12=207(LC 5) Max Uplift7=-864(LC 4), 12=-336(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9059/391, 2-3=-8983/577, 3-4=-11475/663, 4-5=-6809/509, 5-6=-6808/509, 6-7=-8183/657, 1-12=-8110/333 BOT CHORD 12-13=-252/578, 13-14=-252/578, 11-14=-252/578, 11-15=-282/5065, 15-16=-282/5065, 10-16=-282/5065, 9-10=-282/5065, 9-17=-439/8260, 17-18=-439/8260, 18-19=-439/8260, 8-19=-439/8260 WEBS 2-11=-187/257, 3-9=-641/11589, 4-9=-6488/598, 4-8=-2254/0, 5-8=-433/179, 6-8=-780/10488, 1-11=-191/5971, 3-11=-280/3203 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=864, 12=336. 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) 1371 lb down and 42 lb up at 2-0-0, 1371 lb down and 42 lb up at 4-0-0, 1371 lb down and 42 lb up at 6-0-0, 1369 lb down and 43 lb up at 8-0-0, 1371 lb down and 42 lb up at 10-0-0, 1371 lb down and 42 lb up at 12-0-0, 1369 lb down and 43 lb up at 14-0-0, 1371 lb down and 42 lb up at 16-0-0, 1187 lb down and 203 lb up at 17-9-8, 1371 lb down and 42 lb up at 18-0-0, 1371 lb down and 42 lb up at 20-0-0, 155 lb down and 206 lb up at 20-0-0, and 1371 lb down and 42 lb up at 22-0-0, and 155 lb down and 206 lb up at 22-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193534 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:49 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-8Tr6cfll?fdJucRMF0lYBpOWaQJyd_tT69pdu7ztqz0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 7-12=-20 Concentrated Loads (lb) Vert: 10=-1371(B) 8=-2557(F=-1187, B=-1371) 13=-1371(B) 14=-1371(B) 15=-1371(B) 16=-1369(B) 17=-1371(B) 18=-1369(B) 19=-1371(B) 20=-1526(F=-155, B=-1371) 21=-1526(F=-155, B=-1371) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2018_KENTMORE_III_D Truss TG02 Truss Type Common Girder Qty 1 Ply 2 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193535 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-cfPVq?mNmylAWm0ZpjGnj0xuzqkrMfkcLpYAQaztqz? Scale = 1:49.6 1 2 4 3567 3x6 2x4 5x6 3x6 4-10-0 4-10-0 4-10-0 4-10-0 4-4-97-7-48.00 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) 0.18 0.17 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=1207/Mechanical, 4=1182/0-5-0 Max Horz 4=93(LC 5) Max Uplift3=-191(LC 5), 4=-10(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: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; 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) 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) 4 except (jt=lb) 3=191. 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) 677 lb down and 40 lb up at 0-6-0, and 671 lb down and 43 lb up at 2-6-0, and 677 lb down and 40 lb up at 4-4-0 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): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-677(B) 6=-671(B) 7=-677(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss V01 Truss Type Valley Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193536 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-cfPVq?mNmylAWm0ZpjGnj0xvfqkoMf6cLpYAQaztqz? Scale = 1:13.5 1 2 3 2x4 2x4 2x4 0-0-4 0-0-4 3-4-5 3-4-1 1-8-3 1-8-3 3-4-5 1-8-3 0-0-41-8-30-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,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) 0.07 0.18 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 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=114/3-3-13, 3=114/3-3-13 Max Horz 1=-33(LC 4) Max Uplift1=-3(LC 7), 3=-3(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss V02 Truss Type Valley Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193537 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-cfPVq?mNmylAWm0ZpjGnj0xuYqlHMdacLpYAQaztqz? Scale = 1:62.8 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 15-11-5 15-11-1 7-11-11 7-11-11 15-11-5 7-11-11 0-0-47-11-110-0-412.00 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.08 0.16 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: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-10-13. (lb) - Max Horz 1=-177(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-174(LC 6), 6=-174(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=361(LC 10), 6=361(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-270/217, 4-6=-270/217 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=174 , 6=174. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss V03 Truss Type Valley Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193538 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-4rzt1Ln?XGt17wblNRo0GEU0vE5W53DmaTIky0ztqz_ Scale = 1:52.7 1 2 3 4 5 8 7 63x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 13-3-5 13-3-1 6-7-11 6-7-11 13-3-5 6-7-11 0-0-46-7-110-0-412.00 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.08 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-2-13. (lb) - Max Horz 1=-147(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-153(LC 6), 6=-152(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=306(LC 10), 6=306(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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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=153, 6=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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss V04 Truss Type GABLE Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193539 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-4rzt1Ln?XGt17wblNRo0GEU?EE5W543maTIky0ztqz_ Scale = 1:43.3 1 2 3 4 5 8 7 62x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 10-7-5 10-7-5 5-3-11 5-3-11 10-7-5 5-3-11 0-0-45-3-110-0-412.00 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.08 0.08 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: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-7-5. (lb) - Max Horz 1=116(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-163(LC 6), 6=-162(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=317(LC 10), 6=317(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-266/218, 4-6=-266/218 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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=163, 6=162. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss V05 Truss Type Valley Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193540 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-4rzt1Ln?XGt17wblNRo0GEU2qE2755UmaTIky0ztqz_ Scale = 1:33.7 1 2 3 43x4 5x6 3x4 2x4 0-0-4 0-0-4 7-11-5 7-11-1 3-11-11 3-11-11 7-11-5 3-11-11 0-0-43-11-110-0-412.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [3:0-0-15,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) 0.23 0.30 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: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=165/7-10-13, 3=165/7-10-13, 4=265/7-10-13 Max Horz 1=86(LC 5) Max Uplift1=-20(LC 7), 3=-20(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss V06 Truss Type Valley Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193541 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-Y2XFFgodIa0ul4Axw8JFpR0FidR5qYHvo71HUSztqyz Scale = 1:23.3 1 2 3 42x4 3x4 2x4 2x4 5-3-1 5-3-1 5-3-5 0-0-4 2-7-11 2-7-11 5-3-5 2-7-11 0-0-42-7-110-0-412.00 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.12 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: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=106/5-2-13, 3=106/5-2-13, 4=170/5-2-13 Max Horz 1=-55(LC 4) Max Uplift1=-13(LC 7), 3=-13(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss V07 Truss Type Valley Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193542 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-Y2XFFgodIa0ul4Axw8JFpR0GddRWqYcvo71HUSztqyz Scale = 1:11.2 1 2 3 2x4 2x4 2x4 2-7-1 2-7-1 2-7-5 0-0-4 1-3-11 1-3-11 2-7-5 1-3-11 0-0-41-3-110-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,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) 0.04 0.10 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: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=84/2-6-13, 3=84/2-6-13 Max Horz 1=24(LC 5) Max Uplift1=-2(LC 6), 3=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss V08 Truss Type GABLE Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193543 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-Y2XFFgodIa0ul4Axw8JFpR0BedPZqYzvo71HUSztqyz Scale = 1:31.1 1 2 3 5 42x4 2x4 2x4 2x4 2x4 6-1-5 6-1-5 0-0-44-0-148.00 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) 0.36 0.22 0.04 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: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 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)1=19/6-1-5, 4=133/6-1-5, 5=301/6-1-5 Max Horz 1=116(LC 6) Max Uplift4=-34(LC 6), 5=-77(LC 6) Max Grav 1=72(LC 6), 4=133(LC 1), 5=301(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; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss V09 Truss Type Valley Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193544 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-0E5dS0oF3t8lNEl7UsqULfZOI1lxZ?s21nnr0vztqyy Scale: 3/4"=1’ 1 2 3 2x4 2x4 2x4 3-1-5 3-1-5 0-0-42-0-148.00 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) 0.23 0.15 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: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=106/3-0-15, 3=106/3-0-15 Max Horz 1=55(LC 6) Max Uplift3=-27(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; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss V10 Truss Type Valley Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193545 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-0E5dS0oF3t8lNEl7UsqULfZLK1j1Z?s21nnr0vztqyy Scale = 1:19.6 1 2 3 2x4 2x4 2x4 4-0-5 4-0-5 0-0-42-8-38.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.27 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 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=143/3-11-15, 3=143/3-11-15 Max Horz 1=74(LC 6) Max Uplift3=-37(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; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss V11 Truss Type GABLE Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193546 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-0E5dS0oF3t8lNEl7UsqULfZMO1koZ?D21nnr0vztqyy Scale = 1:30.9 1 2 3 5 42x4 2x4 2x4 2x4 2x4 6-0-15 6-0-15 0-0-44-0-108.00 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) 0.36 0.22 0.04 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: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 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)1=17/6-0-15, 4=133/6-0-15, 5=300/6-0-15 Max Horz 1=116(LC 6) Max Uplift1=-1(LC 4), 4=-34(LC 6), 5=-77(LC 6) Max Grav 1=73(LC 6), 4=133(LC 1), 5=300(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; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss V12 Truss Type Valley Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193547 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-UQe?gMptqBGc_OJK2ZLjus6Z7R5DIS5CGRWOYLztqyx Scale = 1:15.8 1 2 3 2x4 2x4 2x4 3-0-15 3-0-15 0-0-42-0-108.00 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) 0.23 0.15 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=105/3-0-9, 3=105/3-0-9 Max Horz 1=54(LC 6) Max Uplift3=-27(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; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss V13 Truss Type GABLE Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193548 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-UQe?gMptqBGc_OJK2ZLjus6XjR4nISPCGRWOYLztqyx Scale = 1:27.4 1 2 3 5 42x4 2x4 2x4 2x4 2x4 5-3-15 5-3-15 0-0-43-6-108.00 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) 0.38 0.24 0.04 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: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=-64/5-3-15, 4=130/5-3-15, 5=324/5-3-15 Max Horz 1=100(LC 6) Max Uplift1=-64(LC 1), 4=-34(LC 6), 5=-83(LC 6) Max Grav 1=83(LC 6), 4=130(LC 1), 5=324(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-253/161 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; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss V14 Truss Type Valley Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193549 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-UQe?gMptqBGc_OJK2ZLjus6btR6LIS5CGRWOYLztqyx Scale = 1:12.8 1 2 3 2x4 2x4 2x4 2-3-15 2-3-15 0-0-41-6-108.00 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) 0.12 0.07 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: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=75/2-3-9, 3=75/2-3-9 Max Horz 1=39(LC 6) Max Uplift3=-19(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; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 2018_KENTMORE_III_D Truss V15 Truss Type Valley Qty 1 Ply 1 M/I HOMES - KENTMORE III D BASE Job Reference (optional) I32193550 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 09:09:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vIxq_KpwwcGZkyqNJr2eMfyaj9I-UQe?gMptqBGc_OJK2ZLjus6YQR5mIS5CGRWOYLztqyx Scale = 1:16.8 1 2 3 2x4 2x4 2x4 3-3-15 3-3-15 0-0-42-2-108.00 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) 0.27 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: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=115/3-3-9, 3=115/3-3-9 Max Horz 1=59(LC 6) Max Uplift3=-30(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; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 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 87654321BOTTOM 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 MiTekfi 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 87654321BOTTOM 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 SystemGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions 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.