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HomeMy WebLinkAboutGN truss sealsRe: 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: I34566147 thru I34566201 My license renewal date for the state of Indiana is July 31, 2020. B18802625 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: 16 BRIDGEMONT AT JACKSONS GRAN 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. September 5,2018 Job B18802625 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566147 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-UXbsPxgaLmx1Pigk9cmLES9qIziL46HahE0TJoygh8V Scale = 1:100.6 1 23 4 5 6 7 8 9 10 11 12 1314 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 3x4 3x6 3x6 4x6 3x6 3x6 3x4 3x6 31-7-0 31-7-0 -0-10-8 0-10-8 15-9-8 15-9-8 31-7-0 15-9-8 32-5-8 0-10-8 1-4-413-2-61-4-49.00 12 Plate Offsets (X,Y)-- [43:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.19 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 0.00 (loc) 29 29 30 28 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 256 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 15-42,14-44,13-45,12-46,11-47,16-41,17-40,18-39,19-38: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 15-42, 14-44, 13-45, 12-46, 11-47, 16-41, 17-40, 18-39, 19-38 REACTIONS.All bearings 31-7-0. (lb) - Max Horz 55=314(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 45, 46, 47, 48, 49, 50, 51, 52, 53, 40, 39, 38, 37, 36, 35, 34, 33, 32 except 55=-293(LC 4), 30=-230(LC 5), 54=-288(LC 5), 31=-242(LC 4) Max Grav All reactions 250 lb or less at joint(s) 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31 except 55=359(LC 5), 30=295(LC 4), 42=332(LC 7), 54=260(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-267/239, 11-12=-23/275, 12-13=-22/312, 13-14=-23/358, 14-15=-24/360, 15-16=-24/360, 16-17=-23/358, 17-18=-22/312, 18-19=-23/275 WEBS 15-42=-350/0 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 45, 46, 47, 48, 49, 50, 51, 52, 53, 40, 39, 38, 37, 36, 35, 34, 33, 32 except (jt=lb) 55=293, 30=230, 54=288, 31=242. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss GE02 Truss Type Monopitch Supported Gable Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566148 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-UXbsPxgaLmx1Pigk9cmLES9tlzjU4AmahE0TJoygh8V Scale = 1:33.5 1 2 3 4 5 6 11 10 9 8 7 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -0-10-8 0-10-8 4-10-0 4-10-0 1-4-44-11-129.00 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) 0.24 0.12 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 -0.00 (loc) 1 1 7 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-10-0. (lb) - Max Horz 11=145(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 9 except 11=-130(LC 4), 10=-201(LC 5) Max Grav All reactions 250 lb or less at joint(s) 11, 7, 8, 9, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 9 except (jt=lb) 11=130, 10=201. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566149 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-yj9EdHhD643u1sFwjKHangh13N1Opbqjwul1rFygh8U Scale = 1:78.6 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 3x4 4x6 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-2-0 18-2-0 -0-10-8 0-10-8 9-1-0 9-1-0 18-2-0 9-1-0 19-0-8 0-10-8 1-5-49-0-11-5-410.00 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) 0.27 0.14 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 17 17 18 17 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 116 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 9-25: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-25 REACTIONS.All bearings 18-2-0. (lb) - Max Horz 33=218(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 27, 28, 29, 30, 31, 24, 23, 22, 21, 20 except 33=-215(LC 4), 18=-188(LC 5), 32=-203(LC 5), 19=-184(LC 4) Max Grav All reactions 250 lb or less at joint(s) 33, 18, 27, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 except 25=264(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-24/268, 9-10=-24/268 WEBS 9-25=-285/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 28, 29, 30, 31, 24, 23, 22, 21, 20 except (jt=lb) 33=215, 18=188, 32=203, 19=184. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss GE04 Truss Type Common Structural Gable Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566150 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-QwjcqdirtOBle0q6G1ppKtE4rnC0Yxes9YVaOhygh8T Scale = 1:125.5 1 2 3 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 1044 45 46 47 48 3x6 4x8 3x4 3x6 3x6 4x6 4x6 3x6 4x6 3x4 3x6 3x6 3x8 3x8 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 9-1-13 9-1-13 9-3-8 0-1-11 18-0-3 8-8-11 27-2-0 9-1-13 -0-10-8 0-10-8 6-11-4 6-11-4 13-7-0 6-7-12 20-2-12 6-7-12 27-2-0 6-11-4 28-0-8 0-10-8 1-5-412-9-11-5-410.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-1-8], [5:0-1-4,0-1-8], [12:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.78 0.88 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.37 0.02 0.01 (loc) 11-13 10-11 10 11 l/defl >999 >575 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 234 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-11,3-13,2-20,8-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 5-21,22-24,38-39: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 5-13, 3-20, 7-10 REACTIONS.All bearings 9-3-8 except (jt=length) 10=0-3-8. (lb) - Max Horz 20=-305(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 13, 20, 10 except 14=-472(LC 1) Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 19 except 13=1613(LC 1), 13=1613(LC 1), 20=397(LC 1), 10=941(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-271/253, 5-6=-662/255, 6-7=-804/209, 7-8=-402/224, 2-20=-344/233, 8-10=-431/215 BOT CHORD 13-45=-27/254, 12-45=-27/254, 12-46=-27/254, 11-46=-27/254, 11-47=0/603, 47-48=0/603, 10-48=0/603 WEBS 5-11=-141/771, 7-11=-313/263, 5-13=-661/0, 3-13=-369/273, 3-20=-251/144, 7-10=-553/0 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 20, 10 except (jt=lb) 14=472. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss GE05 Truss Type GABLE l l Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566151 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-v6H_2yjTehJcG9OJqlK2s5nL8BeQHSB0NCE7w7ygh8S Scale: 1/8"=1' 1 2 3 4 5 6 7 14 1312 11 10 9 8 19 20 4x10 4x6 2x4 4x6 3x4 2x4 2x4 3x6 6x8 3x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 5-2-0 5-2-0 5-2-8 0-0-8 5-4-0 0-1-8 8-10-8 3-6-8 14-2-0 5-3-8 20-9-0 6-7-0 -0-10-8 0-10-8 5-2-8 5-2-8 8-10-8 3-8-0 14-2-0 5-3-8 20-9-0 6-7-0 0-7-05-9-29-8-1211-8-122-0-07.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-2-0], [5:0-6-4,0-2-0], [6:0-4-0,0-2-0], [12:0-5-8,0-4-4] 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) 0.42 0.49 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.15 -0.00 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-11: 2x4 SPF-S Stud WEBS 2x4 SPF No.2 *Except* 10-12,5-12,5-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-11-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 7-8, 5-9, 6-9, 7-9 REACTIONS.All bearings 5-2-0 except (jt=length) 8=0-5-8, 11=0-3-0. (lb) - Max Horz 2=302(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8 except 11=-133(LC 6) Max Grav All reactions 250 lb or less at joint(s) 13, 13, 14 except 8=802(LC 1), 2=291(LC 1), 11=651(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-422/3, 6-7=-266/46, 7-8=-646/138 BOT CHORD 11-12=-632/147, 4-12=-285/140, 10-19=-78/308, 9-19=-78/308 WEBS 10-12=-85/352, 5-12=-348/0, 7-9=-93/530 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) Provide adequate drainage to prevent water ponding. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 11=133. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss GE06 Truss Type GABLE COMMON Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566152 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-v6H_2yjTehJcG9OJqlK2s5nLLBhFHRU0NCE7w7ygh8S Scale = 1:109.3 1 2 3 4 8 7 6 5 4x6 2x4 3x4 2x4 3x4 3x4 4x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3-8-8 3-8-8 9-0-0 5-3-8 15-7-0 6-7-0 3-8-8 3-8-8 9-0-0 5-3-8 15-7-0 6-7-0 5-7-37-9-211-8-127.00 12 9.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0], [10:0-1-8,0-0-4], [11:0-1-8,0-1-0], [12:0-1-8,0-0-0], [13:0-1-8,0-1-0], [15:0-2-0,0-0-4] 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) 0.41 0.31 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 0.01 0.01 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5,2-6,3-6,3-5: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 2-6, 3-5 REACTIONS.(lb/size) 5=612/0-5-8, 8=612/0-3-8 Max Horz 8=271(LC 6) Max Uplift5=-122(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-315/55, 2-3=-359/52, 1-8=-584/0 BOT CHORD 7-8=-254/56 WEBS 2-7=-268/10, 3-6=-51/290, 3-5=-430/177, 1-7=0/423 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) Provide adequate drainage to prevent water ponding. 4) Vertical gable studs spaced at 1-4-0 oc and horizontal 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=122. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss GE07 Truss Type GABLE l l Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566153 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-rUOlTekjAJZKVTYhyAMWxWsc6_IjlDlJrWjE_0ygh8Q Scale: 3/32"=1' 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 4x6 4x8 4x10 3x6 3x6 2x4 5x8 3x4 3x6 3x6 3x8 3x6 4x6 2x4 3x8 5x6 2x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 3x4 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 8-10-8 8-10-8 14-2-0 5-3-8 20-6-4 6-4-4 20-9-0 0-2-12 27-9-0 7-0-0 34-7-0 6-10-0 -0-10-8 0-10-8 4-0-0 4-0-0 8-10-8 4-10-8 14-2-0 5-3-8 20-9-0 6-7-0 27-9-0 7-0-0 34-7-0 6-10-0 35-5-8 0-10-8 2-7-07-9-211-8-121-4-46-9-411-8-127.00 12 9.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-2-0], [6:0-6-0,0-1-4], [9:0-2-12,0-1-8], [13:0-2-12,0-3-0], [22:0-1-8,0-1-0], [23:0-1-9,0-1-0], [23:0-1-8,0-1-8], [24:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.71 0.63 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.39 0.03 0.03 (loc) 17-18 17-18 11 12 l/defl >999 >626 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 218 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-15,5-15,13-15: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. WEBS 1 Row at midpt 4-15, 8-13 REACTIONS.(lb/size) 14=1521/0-5-8, 11=525/0-3-8, 18=819/0-3-8 Max Horz 18=-298(LC 4) Max Uplift11=-147(LC 7), 18=-100(LC 6) Max Grav 14=1521(LC 1), 11=530(LC 11), 18=850(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-701/204, 4-5=-451/263, 6-7=0/394, 8-9=-837/193, 9-11=-543/195 BOT CHORD 17-18=-190/522, 16-17=-120/536, 15-16=-120/536, 13-14=-1464/11, 6-13=-562/84, 12-13=-35/675 WEBS 4-17=0/262, 4-15=-423/136, 5-15=-143/296, 13-15=-136/427, 5-13=-612/175, 8-13=-796/276, 8-12=0/257, 3-18=-765/110, 9-12=0/454 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) Vertical gable studs spaced at 1-4-0 oc and horizontal gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18 except (jt=lb) 11=147. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss GE08 Truss Type Common Supported Gable Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566154 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-rUOlTekjAJZKVTYhyAMWxWsjw_PIlPpJrWjE_0ygh8Q Scale = 1:75.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1617 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 3x4 4x6 3x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-3-0 17-3-0 -0-10-8 0-10-8 8-7-8 8-7-8 17-3-0 8-7-8 18-1-8 0-10-8 1-5-48-7-81-5-410.00 12 Plate Offsets (X,Y)-- [26:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.28 0.14 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 17 17 18 17 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 107 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-25 REACTIONS.All bearings 17-3-0. (lb) - Max Horz 32=-209(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 26, 27, 28, 29, 30, 24, 23, 22, 21, 20 except 32=-309(LC 4), 18=-269(LC 5), 31=-299(LC 5), 19=-269(LC 4) Max Grav All reactions 250 lb or less at joint(s) 25, 26, 27, 28, 29, 30, 24, 23, 22, 21, 20, 19 except 32=353(LC 5), 18=313(LC 4), 31=269(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 9-25=-252/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 27, 28, 29, 30, 24, 23, 22, 21, 20 except (jt=lb) 32=309, 18=269, 31=299, 19=269. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss GE09 Truss Type Common Structural Gable Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566155 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-Jhy7g_lLxciB7d7tVttlUjOkOOakUhMS4AToXSygh8P Scale = 1:90.3 1 2 3 4 5 6 7 13 12 11 10 9 829 30 31 32 4x6 4x8 3x6 3x8 4x6 4x6 3x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-4-0 10-4-0 17-3-0 6-11-0 20-8-0 3-5-0 -0-10-8 0-10-8 5-3-12 5-3-12 10-4-0 5-0-4 15-4-4 5-0-4 20-8-0 5-3-12 21-6-8 0-10-8 1-5-410-0-91-5-410.00 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) 0.87 0.90 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.69 0.02 0.01 (loc) 11-13 11-13 8 11 l/defl >748 >296 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 135 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-11: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-8 REACTIONS.All bearings 0-3-8 except (jt=length) 8=3-8-8, 9=3-8-8. (lb) - Max Horz 13=242(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 13, 9 except 8=-100(LC 7) Max Grav All reactions 250 lb or less at joint(s) 9, 10, 10 except 13=961(LC 1), 8=869(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-366/132, 3-4=-746/170, 4-5=-746/170, 2-13=-383/144, 6-8=-284/175 BOT CHORD 13-29=-82/610, 29-30=-82/610, 12-30=-82/610, 11-12=-82/610, 11-31=0/597, 31-32=0/597, 10-32=0/597, 9-10=0/597, 8-9=0/597 WEBS 4-11=-117/537, 3-13=-589/37, 5-8=-743/0 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9 except (jt=lb) 8=100. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss GE10 Truss Type Monopitch Supported Gable Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566156 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-ntWVtKmziwq1lni43bO_1xxwNo1NDJDcIpCL3uygh8O Scale = 1:79.1 12 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -0-10-8 0-10-8 10-10-0 10-10-0 1-5-410-5-910.00 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) 0.79 0.36 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.00 -0.00 (loc) 1 1 11 2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 10-11: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 9-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 9-12 REACTIONS.All bearings 10-10-0. (lb) - Max Horz 19=327(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 19, 11, 12, 13, 14, 15, 16 except 18=-443(LC 6) Max Grav All reactions 250 lb or less at joint(s) 11, 12, 13, 14, 15, 16, 17, 18 except 19=501(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-327/24, 2-3=-441/44, 3-4=-271/27 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 11, 12, 13, 14, 15, 16 except (jt=lb) 18=443. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss GE11 Truss Type GABLE Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566157 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-F34t5gncTEyuMxHGdIvDZ8UBECP9ymilXTyubLygh8N Scale = 1:88.2 1 2 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 3231 3x4 3x4 3x6 4x6 4x6 3x6 3x4 3x4 3x6 31-2-8 31-2-8 12-8-2 12-8-2 18-6-6 5-10-5 31-2-8 12-8-2 32-1-0 0-10-8 1-5-412-0-01-5-412-0-010.00 12 Plate Offsets (X,Y)-- [12:0-4-4,0-2-0], [18:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.19 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 0.00 (loc) 30 30 31 29 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 266 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 15-43,14-45,13-46,11-47,10-48,9-49,16-42,17-41,19-40,20-39,21-38: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 12-18. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-43, 14-45, 13-46, 11-47, 10-48, 9-49, 16-42, 17-41, 19-40, 20-39, 21-38 REACTIONS.All bearings 31-2-8. (lb) - Max Horz 56=-298(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 43, 45, 48, 49, 50, 51, 52, 53, 54, 42, 39, 38, 37, 36, 35, 34, 33 except 56=-329(LC 4), 31=-275(LC 5), 55=-298(LC 5), 32=-281(LC 4) Max Grav All reactions 250 lb or less at joint(s) 43, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32 except 56=373(LC 5), 31=341(LC 4), 55=288(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-30/285, 10-11=-30/336, 11-12=-30/338, 12-13=-3/291, 13-14=-3/291, 14-15=-3/291, 15-16=-3/291, 16-17=-3/291, 17-18=-3/291, 18-19=-28/338, 19-20=-28/336, 20-21=-28/285 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 43, 45, 48, 49, 50, 51, 52, 53, 54, 42, 39, 38, 37, 36, 35, 34, 33 except (jt=lb) 56=329, 31=275, 55=298, 32=281. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss M01 Truss Type Monopitch Qty 2 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566158 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-F34t5gncTEyuMxHGdIvDZ8UC0CPLygelXTyubLygh8N Scale = 1:73.5 12 3 4 7 6 5 2x4 3x4 2x4 3x6 4x6 4x6 5-5-0 5-5-0 10-10-0 5-5-0 -0-10-8 0-10-8 5-5-0 5-5-0 10-10-0 5-5-0 1-5-410-5-910.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.35 0.25 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.(lb/size) 5=419/Mechanical, 7=486/0-3-8 Max Horz 7=327(LC 6) Max Uplift5=-183(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-399/0, 2-7=-439/0 BOT CHORD 6-7=-341/73 WEBS 3-5=-338/171 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=183. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss PB01 Truss Type Piggyback Qty 21 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566159 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-jGeFI0nEDX4l_4sSB?RT6M0RIbn7hE9um7hS7nygh8M Scale = 1:20.8 1 2 3 45 6 4x6 2x4 2x4 2x4 6-7-0 6-7-0 3-3-8 3-3-8 6-7-0 3-3-8 0-4-102-5-100-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.08 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=148/5-2-11, 4=148/5-2-11, 6=173/5-2-11 Max Horz 2=-48(LC 4) Max Uplift2=-33(LC 6), 4=-38(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss PB02 Truss Type Piggyback Qty 17 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566160 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-jGeFI0nEDX4l_4sSB?RT6M0RkbnPhEFum7hS7nygh8M Scale = 1:20.8 1 2 3 4 5 6 4x6 2x4 2x4 2x4 5-10-5 5-10-5 2-11-2 2-11-2 5-10-5 2-11-2 0-4-132-5-50-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.07 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=135/4-7-3, 4=135/4-7-3, 6=145/4-7-3 Max Horz 2=-47(LC 4) Max Uplift2=-30(LC 6), 4=-34(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss PBE01 Truss Type Piggyback Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566161 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-jGeFI0nEDX4l_4sSB?RT6M0RIbn7hE9um7hS7nygh8M Scale = 1:20.8 1 2 3 45 6 4x6 2x4 2x4 2x4 6-7-0 6-7-0 3-3-8 3-3-8 6-7-0 3-3-8 0-4-102-5-100-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.08 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=148/5-2-11, 4=148/5-2-11, 6=173/5-2-11 Max Horz 2=-48(LC 4) Max Uplift2=-33(LC 6), 4=-38(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss PBE02 Truss Type Piggyback Qty 2 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566162 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-BSCeWMos_rCccERfkjyieZZcU?7eQhV2_nR?gDygh8L Scale = 1:20.8 1 2 3 4 5 6 4x6 2x4 2x4 2x4 5-10-5 5-10-5 2-11-2 2-11-2 5-10-5 2-11-2 0-4-132-5-50-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.07 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=135/4-7-3, 4=135/4-7-3, 6=145/4-7-3 Max Horz 2=-47(LC 4) Max Uplift2=-30(LC 6), 4=-34(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss T01 Truss Type COMMON Qty 6 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566163 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-BSCeWMos_rCccERfkjyieZZXN?xdQSI2_nR?gDygh8L Scale = 1:103.6 1 2 3 45 6 78 9 10 11 18 17 16 15 14 13 1219 20 3x6 4x6 3x6 3x6 3x8 3x6 3x6 4x6 3x6 3x6 4x6 3x4 3x6 3x6 3x4 3x6 6-9-0 6-9-0 15-9-8 9-0-8 24-10-0 9-0-8 31-7-0 6-9-0 -0-10-8 0-10-8 3-6-0 3-6-0 9-0-0 5-6-0 15-9-8 6-9-8 22-7-0 6-9-8 28-1-0 5-6-0 31-7-0 3-6-0 32-5-8 0-10-8 1-4-413-2-61-4-49.00 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 0.83 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.46 0.07 0.04 (loc) 13-15 13-15 12 15-17 l/defl >999 >809 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-15,8-15,4-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 8-15, 4-15 REACTIONS.(lb/size) 18=1486/0-3-8, 12=1486/0-3-8 Max Horz 18=-314(LC 4) Max Uplift18=-78(LC 6), 12=-78(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1681/175, 4-5=-1293/183, 5-6=-1275/232, 6-7=-1275/232, 7-8=-1293/183, 8-9=-1682/175 BOT CHORD 17-18=-113/1190, 16-17=-33/1225, 16-19=-33/1225, 15-19=-33/1225, 15-20=0/1225, 14-20=0/1225, 13-14=0/1225, 12-13=-7/1190 WEBS 6-15=-143/1017, 8-15=-477/196, 4-15=-477/196, 3-18=-1670/62, 9-12=-1670/62 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) 18, 12. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss T02 Truss Type COMMON Qty 5 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566164 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-gel0jhpUl9KTDO0rIQTxBn6h6PGY9vYBDRAZCgygh8K Scale = 1:103.6 1 2 3 45 6 78 9 10 17 16 15 14 13 12 1118 19 3x6 4x6 3x6 3x6 3x8 3x6 3x6 4x6 3x6 3x6 4x6 3x4 3x6 3x6 3x4 3x6 6-9-0 6-9-0 15-9-8 9-0-8 24-10-0 9-0-8 31-7-0 6-9-0 -0-10-8 0-10-8 3-6-0 3-6-0 9-0-0 5-6-0 15-9-8 6-9-8 22-7-0 6-9-8 28-1-0 5-6-0 31-7-0 3-6-0 1-4-413-2-61-4-49.00 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) 0.49 0.92 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.47 0.08 0.04 (loc) 12-14 12-14 11 14-16 l/defl >999 >807 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 155 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-14,8-14,4-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 8-14, 4-14, 9-11 REACTIONS.(lb/size) 17=1487/0-3-8, 11=1424/0-3-8 Max Horz 17=323(LC 5) Max Uplift17=-78(LC 6), 11=-46(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1683/175, 4-5=-1295/182, 5-6=-1276/231, 6-7=-1276/231, 7-8=-1294/182, 8-9=-1688/174 BOT CHORD 16-17=-126/1191, 15-16=-46/1227, 15-18=-46/1227, 14-18=-46/1227, 14-19=0/1228, 13-19=0/1228, 12-13=0/1228, 11-12=-40/1200 WEBS 6-14=-143/1019, 8-14=-479/195, 4-14=-477/196, 3-17=-1672/61, 9-11=-1690/88 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) 17, 11. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566165 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-gel0jhpUl9KTDO0rIQTxBn6h2PMU9?wBDRAZCgygh8K Scale = 1:91.8 1 2 3 4 5 6 7 14 13 12 11 10 9 815 16 17 18 4x8 4x8 3x6 3x6 3x4 3x6 3x4 3x4 3x6 2x4 3x6 2x4 3x6 9-0-0 9-0-0 9-11-12 0-11-12 15-7-0 5-7-4 21-6-0 5-11-0 26-9-0 5-3-0 -0-10-8 0-10-8 3-8-4 3-8-4 9-0-0 5-3-12 15-7-0 6-7-0 21-6-0 5-11-0 26-9-0 5-3-0 4-11-1211-8-123-4-411-8-129.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-0], [5:0-6-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.49 0.54 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.42 0.01 0.02 (loc) 13-14 13-14 8 13-14 l/defl >582 >281 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 168 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-14,3-14,7-8,6-9,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-12, 6-10, 4-12 REACTIONS.(lb/size) 12=1168/0-3-8, 14=622/0-3-8, 8=802/0-3-8 Max Horz 14=-311(LC 4) Max Uplift12=-43(LC 7), 14=-20(LC 6), 8=-12(LC 7) Max Grav 12=1168(LC 1), 14=652(LC 10), 8=806(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-280/147, 5-6=-520/169, 6-7=-675/102, 7-8=-769/68 BOT CHORD 14-15=-208/277, 15-16=-208/277, 13-16=-208/277, 12-17=-63/331, 11-17=-63/331, 10-11=-63/331, 10-18=0/480, 9-18=0/480 WEBS 4-13=0/435, 5-12=-594/105, 5-10=-42/408, 3-14=-365/13, 4-12=-705/47, 7-9=0/544 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 14, 8. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss T04 Truss Type PIGGYBACK BASE Qty 7 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566166 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-8rJOx1q6WSSKrYa1s8_Ak_ekJpfHuTvLS5w6k6ygh8J Scale = 1:90.1 1 2 3 4 5 6 7 12 11 10 9 813 14 15 16 17 4x6 4x8 3x4 3x6 3x8 3x6 3x4 3x4 2x4 3x8 4x8 9-0-0 9-0-0 15-7-0 6-7-0 26-6-0 10-11-0 -0-10-8 0-10-8 3-8-4 3-8-4 9-0-0 5-3-12 15-7-0 6-7-0 20-10-12 5-3-12 26-6-0 5-7-4 4-11-1211-8-123-6-811-8-129.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-2-0], [5:0-6-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.97 0.76 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.45 -0.95 0.03 0.02 (loc) 8-9 8-9 8 11-12 l/defl >700 >333 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 153 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-12,3-12,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-5 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 5-11, 3-12, 6-8 REACTIONS.(lb/size) 12=1373/0-3-8, 8=1315/Mechanical Max Horz 12=262(LC 5) Max Uplift12=-42(LC 6), 8=-30(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-976/206, 4-5=-705/207, 5-6=-1084/202 BOT CHORD 12-13=-156/516, 13-14=-156/516, 11-14=-156/516, 10-11=-6/788, 10-15=-6/788, 9-15=-6/788, 9-16=-48/752, 16-17=-48/752, 8-17=-48/752 WEBS 3-11=-69/352, 5-9=-26/405, 3-12=-1138/1, 6-8=-1143/94 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss T05 Truss Type Common Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566167 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-8rJOx1q6WSSKrYa1s8_Ak_enHph2uVQLS5w6k6ygh8J Scale = 1:99.0 1 2 3 4 5 6 7 13 12 11 10 9 814 15 4x8 3x6 2x4 3x6 3x6 3x6 3x8 3x6 4x6 3x6 3x4 5x6 3-2-8 3-2-8 9-11-12 6-9-4 18-8-8 8-8-12 26-9-0 8-0-8 -0-10-8 0-10-8 3-2-8 3-2-8 10-11-8 7-9-0 18-8-8 7-9-0 26-9-0 8-0-8 4-11-1213-2-61-4-49.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.78 0.58 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.27 0.01 0.01 (loc) 9-11 9-11 8 9 l/defl >999 >748 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-11,4-11,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 3-11, 4-11, 6-11 REACTIONS.(lb/size) 13=347/0-3-8, 11=1491/0-3-8, 8=626/0-3-8 Max Horz 13=-346(LC 4) Max Uplift13=-2(LC 6), 11=-79(LC 6), 8=-14(LC 7) Max Grav 13=391(LC 10), 11=1491(LC 1), 8=635(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-34/290, 6-7=-676/66, 2-13=-393/35, 7-8=-578/63 BOT CHORD 12-13=-270/310, 12-14=-219/308, 11-14=-219/308, 10-11=0/443, 10-15=0/443, 9-15=0/443 WEBS 3-11=-358/200, 4-11=-582/0, 6-11=-670/193, 6-9=0/339, 2-12=-3/275, 7-9=0/298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 11, 8. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss T06 Truss Type COMMON Qty 3 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566168 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-c1tm8NrkHmaBTi9EQrVPGCB1YC04dvcUhlffHYygh8I Scale = 1:72.6 1 2 3 4 5 67 11 10 9 8 4x6 3x6 3x8 4x6 4x6 3x4 3x8 3x8 3x4 9-1-0 9-1-0 18-2-0 9-1-0 -0-10-8 0-10-8 4-5-0 4-5-0 9-1-0 4-8-0 13-9-0 4-8-0 18-2-0 4-5-0 19-0-8 0-10-8 1-5-49-0-11-5-410.00 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) 0.49 0.59 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.32 0.02 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >660 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 86 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=776/0-3-8, 8=776/0-3-8 Max Horz 11=-218(LC 4) Max Uplift11=-53(LC 6), 8=-53(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-607/135, 4-5=-607/135, 2-11=-256/125, 6-8=-256/125 BOT CHORD 10-11=-72/484, 9-10=-72/484, 8-9=0/484 WEBS 4-9=-77/435, 3-11=-592/21, 5-8=-592/21 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss T07 Truss Type COMMON Qty 5 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566169 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-c1tm8NrkHmaBTi9EQrVPGCBy?CyCdxyUhlffHYygh8I Scale = 1:100.8 1 2 3 4 5 6 7 8 9 14 13 12 11 1015 16 17 18 19 20 3x6 4x6 3x6 3x6 3x6 4x6 3x6 4x6 3x8 4x6 4x6 3x8 9-1-13 9-1-13 18-0-3 8-10-5 27-2-0 9-1-13 -0-10-8 0-10-8 6-11-4 6-11-4 13-7-0 6-7-12 20-2-12 6-7-12 27-2-0 6-11-4 28-0-8 0-10-8 1-5-412-9-11-5-410.00 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) 0.78 0.84 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.40 0.05 0.03 (loc) 11-13 10-11 10 11-13 l/defl >999 >803 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-11,3-13,2-14,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 5-13, 3-14, 7-10 REACTIONS.(lb/size) 14=1407/0-3-8, 10=1407/0-3-8 Max Horz 14=305(LC 5) Max Uplift14=-66(LC 6), 10=-66(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-432/222, 3-4=-1426/231, 4-5=-1286/277, 5-6=-1286/277, 6-7=-1426/231, 7-8=-432/222, 2-14=-453/214, 8-10=-453/214 BOT CHORD 14-15=-67/1060, 15-16=-67/1060, 13-16=-67/1060, 13-17=0/759, 12-17=0/759, 12-18=0/759, 11-18=0/759, 11-19=0/1060, 19-20=0/1060, 10-20=0/1060 WEBS 5-11=-146/708, 7-11=-259/264, 5-13=-146/708, 3-13=-259/264, 3-14=-1174/0, 7-10=-1174/0 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss T08 Truss Type COMMON Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566170 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-4DR8LjrN24i24skQzZ0epPk7mcIQMNmevPPDp_ygh8H Scale = 1:100.8 1 2 3 4 5 6 7 8 13 12 11 10 914 15 16 17 18 19 3x6 4x6 3x6 3x6 3x6 4x6 3x6 4x6 3x8 4x6 4x6 3x8 9-1-13 9-1-13 18-0-3 8-10-5 27-2-0 9-1-13 -0-10-8 0-10-8 6-11-4 6-11-4 13-7-0 6-7-12 20-2-12 6-7-12 27-2-0 6-11-4 1-5-412-9-11-5-410.00 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) 0.78 0.84 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.40 0.05 0.03 (loc) 10-12 9-10 9 10-12 l/defl >999 >802 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-10,3-12,2-13,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10, 5-12, 3-13, 7-9 REACTIONS.(lb/size) 13=1408/0-3-8, 9=1344/0-3-8 Max Horz 13=315(LC 5) Max Uplift13=-66(LC 6), 9=-34(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-432/222, 3-4=-1428/230, 4-5=-1287/276, 5-6=-1291/278, 6-7=-1433/231, 7-8=-372/161, 2-13=-452/214, 8-9=-344/137 BOT CHORD 13-14=-77/1062, 14-15=-77/1062, 12-15=-77/1062, 12-16=0/760, 11-16=0/760, 11-17=0/760, 10-17=0/760, 10-18=0/1067, 18-19=0/1067, 9-19=0/1067 WEBS 5-10=-147/716, 7-10=-267/265, 5-12=-146/708, 3-12=-259/264, 3-13=-1176/0, 7-9=-1238/0 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) 13, 9. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss T09 Truss Type PIGGYBACK BASE Qty 10 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566171 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-4DR8LjrN24i24skQzZ0epPk9_cMbMJkevPPDp_ygh8H Scale = 1:87.0 12 3 4 5 6 7 8 9 10171615 14 13 12 11 4x6 4x8 4x10 3x6 4x8 3x6 2x4 8x10 3x6 3x6 2x4 3x8 3x6 4x6 5x6 8-10-8 8-10-8 14-2-0 5-3-8 20-6-4 6-4-4 20-9-0 0-2-12 27-9-0 7-0-0 34-7-0 6-10-0 -0-10-8 0-10-8 4-5-12 4-5-12 8-10-8 4-4-12 14-2-0 5-3-8 20-9-0 6-7-0 27-9-0 7-0-0 34-7-0 6-10-0 35-5-8 0-10-8 0-7-05-9-29-8-1211-8-121-4-42-0-06-9-49-8-127.00 12 9.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-6-0,0-2-0], [6:0-6-0,0-1-4], [9:0-2-12,0-1-8], [13:0-3-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.64 0.58 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.39 0.02 0.17 (loc) 2-17 2-17 11 12-13 l/defl >999 >625 n/a >980 L/d 360 240 n/a 240 PLATES MT20 Weight: 161 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-15: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 4-8-14 oc bracing. WEBS 1 Row at midpt 5-13, 8-13 REACTIONS.(lb/size) 2=798/0-5-8, 14=1575/0-5-8, 11=492/0-3-8 Max Horz 2=-404(LC 4) Max Uplift2=-121(LC 6), 14=-32(LC 6), 11=-273(LC 7) Max Grav 2=831(LC 10), 14=1575(LC 1), 11=508(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1092/290, 3-4=-879/278, 4-5=-483/319, 5-6=-61/344, 6-7=-137/516, 7-8=-165/289, 8-9=-773/843, 9-11=-521/451 BOT CHORD 2-17=-55/870, 16-17=-2/689, 15-16=-2/689, 13-14=-1517/319, 6-13=-635/203, 12-13=-282/619 WEBS 4-17=0/353, 4-15=-529/128, 5-15=-332/370, 13-15=0/518, 5-13=-757/450, 8-13=-816/927, 8-12=-366/267, 9-12=-417/403 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 2=121, 11=273. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss T10 Truss Type COMMON Qty 5 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566172 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-YQ?XZ3s?pNqvi?JcXGYtLdGKC0f95kEn838mLRygh8G Scale = 1:76.2 1 2 3 4 5 6 10 9 8 711 12 13 14 4x6 3x6 4x8 3x6 3x8 4x6 4x6 3x6 4x8 10-4-0 10-4-0 20-8-0 10-4-0 -0-10-8 0-10-8 5-3-12 5-3-12 10-4-0 5-0-4 15-4-4 5-0-4 20-8-0 5-3-12 1-5-410-0-91-5-410.00 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) 0.67 0.81 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.54 0.03 0.01 (loc) 7-8 7-8 7 8 l/defl >999 >453 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=991/0-3-8, 7=927/0-3-8 Max Horz 10=234(LC 5) Max Uplift10=-55(LC 6), 7=-26(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-340/139, 3-4=-802/152, 4-5=-803/153, 5-6=-314/80, 2-10=-367/148, 6-7=-281/77 BOT CHORD 10-11=-71/646, 11-12=-71/646, 9-12=-71/646, 8-9=-71/646, 8-13=-22/651, 13-14=-22/651, 7-14=-22/651 WEBS 4-8=-96/611, 3-10=-671/13, 5-7=-700/49 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss T11 Truss Type PIGGYBACK BASE Qty 4 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566173 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-YQ?XZ3s?pNqvi?JcXGYtLdGOT0li5rnn838mLRygh8G Scale = 1:92.6 1 2 3 4 5 6 12 11 10 9 8 713 14 3x6 4x6 3x6 2x4 3x6 3x6 4x6 3x4 4x8 3x12 4x6 2x4 6-0-0 6-0-0 12-8-2 6-8-2 18-6-6 5-10-5 20-4-8 1-10-2 6-0-0 6-0-0 12-8-2 6-8-2 18-6-6 5-10-5 20-4-8 1-10-2 1-5-412-0-010-5-912-0-010.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [4:0-6-4,0-2-0], [5:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.39 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.13 0.02 0.02 (loc) 8-9 9-11 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 138 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11,1-12,1-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-13 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 2-9, 4-8, 5-8, 6-7 REACTIONS.(lb/size) 12=910/0-3-8, 7=945/Mechanical Max Horz 12=311(LC 6) Max Uplift7=-99(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1011/11, 2-3=-673/26, 3-4=-648/77, 1-12=-864/8, 6-7=-957/136 BOT CHORD 11-12=-319/90, 11-13=-205/705, 10-13=-205/705, 9-10=-205/705, 9-14=-72/416, 8-14=-72/416 WEBS 2-9=-397/184, 4-9=-45/525, 4-8=-613/128, 1-11=0/640, 6-8=-103/835 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss T12 Truss Type PIGGYBACK BASE Qty 13 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566174 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-0cZvmPtdahymK9uo5_36uqpZyQ5EqIDwNjuJttygh8F Scale = 1:92.6 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018 19 3x6 4x8 4x6 3x6 3x4 3x6 3x6 4x6 3x4 3x12 10x10 2x4 4x6 4x6 3x4 4x6 6-0-0 6-0-0 12-8-2 6-8-2 18-6-6 5-10-5 20-5-4 1-10-14 25-2-8 4-9-4 31-2-8 6-0-0 6-0-0 6-0-0 12-8-2 6-8-2 18-6-6 5-10-5 25-2-8 6-8-2 31-2-8 6-0-0 32-1-0 0-10-8 1-5-412-0-01-5-412-0-010.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [4:0-6-4,0-2-0], [5:0-4-4,0-2-0], [8:0-2-12,0-1-8] 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) 0.42 0.44 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.14 0.02 0.02 (loc) 13-15 15-16 10 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-15,4-15,4-13,5-13,7-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-15 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: 12-13. WEBS 1 Row at midpt 2-15, 4-13, 5-13, 7-12 REACTIONS.(lb/size) 17=1071/0-3-8, 12=925/0-3-8, 10=788/0-3-8 Max Horz 17=-298(LC 4) Max Uplift17=-27(LC 6), 12=-29(LC 7), 10=-47(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1210/114, 2-3=-898/142, 3-4=-873/194, 4-5=-399/192, 5-6=-636/180, 6-7=-661/128, 7-8=-765/93, 1-17=-1023/91, 8-10=-728/103 BOT CHORD 16-17=-267/310, 16-18=-156/858, 15-18=-156/858, 14-15=-95/588, 14-19=-95/588, 13-19=-95/588, 11-12=0/512 WEBS 2-15=-375/175, 4-15=-39/515, 4-13=-471/85, 7-13=-53/742, 7-12=-1064/126, 1-16=0/793, 8-11=0/420 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 12, 10. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566175 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-Uo7H_luFL?4dxJT?fhaLR2MgzqPBZgi4bNdtQJygh8E Scale: 1/8"=1' 1 2 3 4 5 6 10 9 8 711 12 13 14 15 1617 3x6 4x6 2x4 3x8 4x8 8x8 10x10 6x10 5x8 4x6 4-8-11 4-8-11 9-1-13 4-5-3 14-8-8 5-6-11 4-8-11 4-8-11 9-1-13 4-5-3 13-7-0 4-5-3 14-8-8 1-1-8 1-5-412-9-111-9-1310.00 12 Plate Offsets (X,Y)-- [8:0-3-8,0-5-0], [9:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.66 0.52 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.14 0.01 0.03 (loc) 7-8 7-8 7 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 239 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-9,2-8,1-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 4-7 REACTIONS.(lb/size) 10=5405/0-3-8, 7=4869/0-3-8 Max Horz 10=346(LC 5) Max Uplift10=-52(LC 5), 7=-333(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4556/37, 2-3=-2873/1, 3-4=-2720/32, 1-10=-3734/27 BOT CHORD 10-11=-366/496, 11-12=-366/496, 9-12=-366/496, 9-13=-286/3427, 13-14=-286/3427, 8-14=-286/3427, 8-15=-156/2149, 15-16=-156/2149, 16-17=-156/2149, 7-17=-156/2149 WEBS 2-9=-61/2293, 2-8=-1916/194, 4-8=-191/5072, 1-9=-18/3020, 4-7=-4177/295 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 7=333. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1298 lb down and 40 lb up at 0-9-4, 1295 lb down and 42 lb up at 2-9-4, 1295 lb down and 42 lb up at 4-9-4, 1295 lb down and 42 lb up at 6-9-4, 1285 lb down and 42 lb up at 8-9-4, and 1255 lb down and 42 lb up at 10-9-4, and 1290 lb down and 42 lb up at 12-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 8-10=-20, 8-16=-60, 7-16=-20 Concentrated Loads (lb) Vert: 9=-1295(F) 11=-1298(F) 12=-1295(F) 13=-1295(F) 14=-1285(F) 15=-1255(F) 17=-1290(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss TG02 Truss Type Piggyback Base Girder Qty 1 Ply 2 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566176 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-Uo7H_luFL?4dxJT?fhaLR2MeQqPVZem4bNdtQJygh8E Scale = 1:91.7 12 3 4 5 6 12 1110 9 8 713 14 15 1617 18 19 20 4x8 2x4 5x6 3x4 4x6 3x6 6x8 8x8 10x10 6x8 5x6 4-0-0 4-0-0 8-10-8 4-10-8 14-2-0 5-3-8 20-9-0 6-7-0 -0-10-8 0-10-8 4-0-0 4-0-0 8-10-8 4-10-8 14-2-0 5-3-8 20-9-0 6-7-0 2-7-07-9-211-8-127.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-6-0,0-2-0], [8:0-3-8,0-5-0], [9:0-3-8,0-4-0], [11:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.82 0.56 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.22 0.03 0.05 (loc) 7-8 7-8 7 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 299 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-11,3-9,4-9,2-12: 2x4 SPF-S Stud, 5-7: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-13 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 6-7, 5-7 REACTIONS.(lb/size) 7=5741/0-5-8, 12=6614/0-3-8 Max Horz 12=341(LC 5) Max Uplift7=-297(LC 5), 12=-205(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5257/173, 3-4=-5237/175, 4-5=-3320/132, 2-12=-5395/183 BOT CHORD 12-13=-325/83, 13-14=-325/83, 11-14=-325/83, 10-11=-388/4488, 10-15=-388/4488, 9-15=-388/4488, 9-16=-303/4406, 16-17=-303/4406, 17-18=-303/4406, 8-18=-303/4406, 8-19=-155/2663, 19-20=-155/2663, 7-20=-155/2663 WEBS 4-9=-121/2829, 4-8=-3066/254, 5-8=-254/6229, 5-7=-5358/312, 2-11=-73/5112 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=297, 12=205. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1057 lb down and 36 lb up at 0-6-4, 1051 lb down and 39 lb up at 2-6-4, 1051 lb down and 39 lb up at 4-6-4, 1051 lb down and 39 lb up at 6-6-4, 1038 lb down and 39 lb up at 8-6-4, 1015 lb down and 39 lb up at 10-6-4, 1051 lb down and 39 lb up at 12-6-4, 1029 lb down and 39 lb up at 14-6-4, and 1011 lb down and 39 lb up at 16-6-4, and 1033 lb down and 39 lb up at 18-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss TG02 Truss Type Piggyback Base Girder Qty 1 Ply 2 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566176 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:39 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-Uo7H_luFL?4dxJT?fhaLR2MeQqPVZem4bNdtQJygh8E LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-6=-60, 9-12=-20, 9-17=-60, 8-17=-20, 8-20=-60, 7-20=-20 Concentrated Loads (lb) Vert: 10=-1051 9=-1038 8=-1029 13=-1057 14=-1051 15=-1051 16=-1015 18=-1051 19=-1011 20=-1033 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18802625 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566177 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-y?hfB5ut6ICUZT2BCO5azFurrDlJI7CDq1NQymygh8D Scale = 1:79.7 12 3 4 5 6 11 10 9 8 712 1314 15 16 17 4x8 3x4 4x6 10x10 4x6 3x6 4x6 3x4 4x6 8x8 6-11-13 6-11-13 13-8-3 6-8-5 20-8-0 6-11-13 -0-10-8 0-10-8 5-3-12 5-3-12 10-4-0 5-0-4 15-4-4 5-0-4 20-8-0 5-3-12 1-5-410-0-91-5-410.00 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) 0.65 0.53 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.21 0.02 0.06 (loc) 7-8 7-8 7 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 249 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-9: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-8,4-10: 2x4 SPF No.2, 2-11,6-7: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=2073/0-3-8, 7=4063/0-3-8 Max Horz 11=249(LC 4) Max Uplift11=-273(LC 5), 7=-519(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-453/186, 3-4=-2374/470, 4-5=-3671/654, 5-6=-1178/242, 2-11=-453/184, 6-7=-850/184 BOT CHORD 10-11=-279/1738, 9-10=-215/1647, 9-12=-215/1647, 12-13=-215/1647, 13-14=-215/1647, 8-14=-215/1647, 8-15=-337/2713, 15-16=-337/2713, 16-17=-337/2713, 7-17=-337/2713 WEBS 4-8=-588/3363, 5-8=-127/266, 4-10=-157/327, 3-11=-2144/250, 5-7=-2746/366 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=273, 7=519. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 609 lb down and 227 lb up at 10-10-12, 918 lb down and 121 lb up at 12-10-12, 925 lb down and 121 lb up at 14-10-12, and 925 lb down and 121 lb up at 16-10-12, and 925 lb down and 121 lb up at 18-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 9-11=-20, 9-13=-60, 7-13=-20 Concentrated Loads (lb) Vert: 12=-609(B) 14=-918(B) 15=-925(B) 16=-925(B) 17=-925(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss TG04 Truss Type Piggyback Base Girder Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566178 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-RBE1PRvVtcKKBddNm6cpWTR3Rd7?1fsN3h6_UCygh8C Scale = 1:108.2 1 2 3 4 5 6 18 17 16 15 14 13 12 11 10 8 79 40 3x6 4x6 3x6 2x4 4x6 3x6 4x6 3x4 5x12 3x8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-0-0 6-0-0 12-8-2 6-8-2 15-3-0 2-6-14 18-6-6 3-3-6 20-4-8 1-10-2 6-0-0 6-0-0 12-8-2 6-8-2 18-6-6 5-10-5 20-4-8 1-10-2 1-5-412-0-010-5-912-0-010.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [4:0-7-12,0-1-0], [5:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.47 0.43 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.01 (loc) 8-9 8-9 7 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 235 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-17,1-18,1-17: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 19-20,11-25,26-27: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 4-12, 5-8, 6-7 REACTIONS.All bearings 15-3-0 except (jt=length) 7=Mechanical, 9=0-3-8. (lb) - Max Horz 18=310(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 17, 11, 16 except 12=-201(LC 5), 7=-213(LC 4), 10=-726(LC 1), 9=-399(LC 4) Max Grav All reactions 250 lb or less at joint(s) 11, 13, 14, 16 except 18=293(LC 9), 17=415(LC 9), 12=571(LC 1), 7=633(LC 1), 10=301(LC 4), 9=1165(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-573/208 BOT CHORD 17-18=-322/86 WEBS 2-17=-267/64, 4-12=-520/146, 6-8=-210/498 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 11, 16 except (jt=lb) 12=201, 7=213, 10=726, 9=399. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 399 lb down and 195 lb up at 16-6-12, and 399 lb down and 195 lb up at 18-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss TG04 Truss Type Piggyback Base Girder Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566178 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:41 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-RBE1PRvVtcKKBddNm6cpWTR3Rd7?1fsN3h6_UCygh8C LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-6=-60, 17-18=-20, 15-17=-60, 12-15=-20, 12-40=-60, 7-40=-20 Concentrated Loads (lb) Vert: 8=-399(F) 40=-399(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18802625 Truss V01 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566179 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-vNoQcmw7ewSBonCaKp722g_Ez1UBm9AWILsX0eygh8B Scale = 1:98.9 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 122122 3x6 3x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x6 34-9-6 34-9-6 34-9-12 0-0-5 9-11-2 9-11-2 18-6-2 8-7-0 34-9-12 16-3-10 0-0-45-9-812-2-120-0-47.00 12 9.00 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) 0.48 0.31 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 6-16,5-17,7-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 5-17, 7-14 REACTIONS.All bearings 34-8-15. (lb) - Max Horz 1=-277(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 19, 13 except 17=-113(LC 6), 20=-106(LC 6), 14=-106(LC 7), 12=-108(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 11 except 16=408(LC 1), 17=514(LC 10), 19=429(LC 1), 20=545(LC 10), 14=500(LC 11), 13=472(LC 1), 12=388(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-17=-272/162, 2-20=-357/168, 7-14=-260/154, 10-12=-259/154 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 19, 13 except (jt=lb) 17=113, 20=106, 14=106, 12=108. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V02 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566180 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-vNoQcmw7ewSBonCaKp722g_Gu1WNm73WILsX0eygh8B Scale = 1:81.3 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 123x4 3x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 29-8-7 29-8-7 29-8-12 0-0-5 7-0-13 7-0-13 15-7-13 8-7-0 29-8-12 14-0-15 0-0-44-1-810-6-120-0-47.00 12 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.17 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 3-6,8-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 6-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15 REACTIONS.All bearings 29-8-0. (lb) - Max Horz 1=-238(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 18, 19, 13, 12, 11 except 17=-110(LC 6), 14=-105(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 11 except 15=414(LC 1), 17=512(LC 10), 18=401(LC 1), 19=307(LC 10), 14=506(LC 11), 13=409(LC 1), 12=253(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-17=-261/157, 7-14=-256/152 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 18, 19, 13, 12, 11 except (jt=lb) 17=110, 14=105. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V03 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566181 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-NZMop6xmPDa2QwnmuXeHbuWSsRslVcQfW?b4Z4ygh8A Scale = 1:68.8 1 2 3 4 5 6 7 8 14 13 12 11 10 915163x6 3x6 4x6 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 24-7-8 24-7-8 24-7-13 0-0-5 4-2-8 4-2-8 12-9-8 8-7-0 24-7-13 11-10-5 0-0-42-5-88-10-120-0-47.00 12 9.00 12 Plate Offsets (X,Y)-- [13:0-3-0,0-0-4] 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) 0.28 0.16 0.20 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: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 5-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.All bearings 24-7-1. (lb) - Max Horz 1=199(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 14, 9 except 12=-107(LC 6), 10=-106(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 8 except 11=430(LC 1), 12=473(LC 10), 14=395(LC 1), 10=492(LC 11), 9=348(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-12=-252/155, 3-14=-272/132, 6-10=-259/155 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 14, 9 except (jt=lb) 12=107, 10=106. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V04 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566182 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-NZMop6xmPDa2QwnmuXeHbuWQyRnkVdCfW?b4Z4ygh8A Scale = 1:56.0 1 2 3 4 5 9 8 7 63x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 19-2-15 19-2-15 19-3-4 0-0-5 9-7-10 9-7-10 19-3-4 9-7-10 0-0-47-2-120-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.48 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-2-9. (lb) - Max Horz 1=160(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 9=-140(LC 6), 6=-140(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=369(LC 1), 9=526(LC 10), 6=526(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-333/195, 4-6=-335/196 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 9 and 140 lb uplift at joint 6. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V05 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566183 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-rmwA1SxO9Xjv24LyREAW753dSrDxE58plfLe5Xygh89 Scale = 1:43.7 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 14-9-15 14-9-9 7-4-15 7-4-15 14-9-15 7-4-15 0-0-45-6-120-0-49.00 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) 0.23 0.10 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-9-4. (lb) - Max Horz 1=-122(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-105(LC 6), 6=-105(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=331(LC 10), 6=331(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-251/148, 4-6=-251/148 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=105 , 6=105. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V06 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566184 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-rmwA1SxO9Xjv24LyREAW753aBrA7E5UplfLe5Xygh89 Scale = 1:31.0 1 2 3 43x6 4x6 3x6 2x4 0-0-5 0-0-5 10-4-9 10-4-4 5-2-5 5-2-5 10-4-9 5-2-5 0-0-43-10-120-0-49.00 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) 0.43 0.28 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=194/10-3-15, 3=194/10-3-15, 4=372/10-3-15 Max Horz 1=-83(LC 4) Max Uplift1=-20(LC 6), 3=-25(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V07 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566185 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-rmwA1SxO9Xjv24LyREAW753d5rC2E6LplfLe5Xygh89 Scale = 1:20.1 1 2 3 4 2x4 4x6 2x4 2x4 0-0-5 0-0-5 5-11-4 5-10-15 2-11-10 2-11-10 5-11-4 2-11-10 0-0-42-2-120-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.16 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=112/5-10-9, 3=112/5-10-9, 4=181/5-10-9 Max Horz 1=44(LC 5) Max Uplift1=-16(LC 6), 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V08 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566186 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-JyUYEoy0wrrmgEw9?yhlgJcmgEXJzY9y_J4Bdzygh88 Scale = 1:55.1 1 2 3 5 43x4 3x4 2x4 2x4 2x4 8-11-5 8-11-5 0-0-47-5-710.00 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) 0.32 0.22 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=139/8-11-0, 4=181/8-11-0, 5=505/8-11-0 Max Horz 1=211(LC 5) Max Uplift1=-19(LC 4), 4=-45(LC 5), 5=-148(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-302/188 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=148. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V09 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566187 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-JyUYEoy0wrrmgEw9?yhlgJcoFEWizY3y_J4Bdzygh88 Scale = 1:43.8 1 2 3 5 42x4 3x4 2x4 2x4 2x4 6-11-5 6-11-5 0-0-45-9-710.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.26 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=64/6-11-0, 4=129/6-11-0, 5=318/6-11-0 Max Horz 1=161(LC 5) Max Uplift1=-32(LC 4), 4=-37(LC 5), 5=-112(LC 6) Max Grav 1=101(LC 5), 4=129(LC 1), 5=318(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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=112. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V10 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566188 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-JyUYEoy0wrrmgEw9?yhlgJcg2ETYzZ4y_J4Bdzygh88 Scale = 1:28.2 1 2 32x4 2x4 2x4 4-11-5 4-11-5 0-0-44-1-710.00 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) 0.75 0.46 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: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=176/4-11-0, 3=176/4-11-0 Max Horz 1=110(LC 5) Max Uplift3=-38(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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V11 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566189 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-JyUYEoy0wrrmgEw9?yhlgJcoGEYazZ4y_J4Bdzygh88 Scale = 1:18.3 1 2 3 2x4 2x4 2x4 2-11-5 2-11-5 0-0-42-5-710.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=96/2-11-0, 3=96/2-11-0 Max Horz 1=60(LC 5) Max Uplift3=-21(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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V12 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566190 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-n82wS8zeh8zdHOVLZfC_DW8ydet3iy56Dzql9Pygh87 Scale = 1:72.2 1 2 3 4 7 6 583x4 3x4 3x4 2x4 2x4 2x4 2x4 12-3-3 12-3-3 0-0-410-2-1110.00 12 Plate Offsets (X,Y)-- [4:0-0-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.25 0.27 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: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.All bearings 12-2-14. (lb) - Max Horz 1=294(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-120(LC 6), 7=-123(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=518(LC 1), 7=395(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-282/165 WEBS 3-6=-254/148, 2-7=-254/178 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=120, 7=123. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V13 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566191 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-n82wS8zeh8zdHOVLZfC_DW8zweu5i_e6Dzql9Pygh87 Scale = 1:62.9 1 2 3 4 7 6 53x4 3x4 3x4 2x4 2x4 2x4 2x4 10-5-10 10-5-10 0-0-48-8-1110.00 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) 0.23 0.18 0.17 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: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.All bearings 10-5-5. (lb) - Max Horz 1=249(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-126(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=449(LC 1), 7=250(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-265/162 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except (jt=lb) 6=126. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V14 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566192 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-FLcIfU_GSS5UvY4X7MjDlkh7U2DyRStFRdZIisygh86 Scale = 1:53.5 1 2 3 5 463x4 3x4 2x4 2x4 2x4 8-8-0 8-8-0 0-0-47-2-1110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.30 0.21 0.11 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: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=129/8-7-11, 4=185/8-7-11, 5=477/8-7-11 Max Horz 1=204(LC 5) Max Uplift1=-20(LC 4), 4=-44(LC 5), 5=-142(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-290/182 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=142. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V15 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566193 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-FLcIfU_GSS5UvY4X7MjDlkh8m2DBRSaFRdZIisygh86 Scale = 1:43.3 1 2 3 5 42x4 3x4 2x4 2x4 2x4 6-10-6 6-10-6 0-0-45-8-1110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.25 0.06 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: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=60/6-10-2, 4=130/6-10-2, 5=316/6-10-2 Max Horz 1=159(LC 5) Max Uplift1=-32(LC 4), 4=-37(LC 5), 5=-111(LC 6) Max Grav 1=100(LC 5), 4=130(LC 1), 5=316(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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=111. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V16 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566194 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-FLcIfU_GSS5UvY4X7MjDlkh?s29bRTaFRdZIisygh86 Scale = 1:30.6 1 2 32x4 2x4 2x4 5-0-13 5-0-13 0-0-44-2-1110.00 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) 0.79 0.48 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: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=181/5-0-8, 3=181/5-0-8 Max Horz 1=113(LC 5) Max Uplift3=-40(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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V17 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566195 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-FLcIfU_GSS5UvY4X7MjDlkh7l2EQRTaFRdZIisygh86 Scale = 1:19.9 1 2 3 2x4 2x4 2x4 3-3-3 3-3-3 0-0-42-8-1110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.18 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=109/3-2-14, 3=109/3-2-14 Max Horz 1=68(LC 5) Max Uplift3=-24(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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V18 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566196 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-jX9htq?uDmDLXifjg4ESIxEMSSb5AwqPgHJrEIygh85 Scale = 1:10.8 1 2 3 2x4 2x4 2x4 1-5-10 1-5-10 0-0-41-2-1110.00 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) 0.03 0.02 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: 3 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=37/1-5-5, 3=37/1-5-5 Max Horz 1=23(LC 5) Max Uplift3=-8(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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V19 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566197 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-jX9htq?uDmDLXifjg4ESIxEHISYtAt7PgHJrEIygh85 Scale = 1:60.4 1 2 3 4 7 6 53x6 4x6 3x4 3x4 2x4 2x4 2x4 10-6-13 10-6-13 9-3-13 9-3-13 10-6-13 1-3-0 0-0-47-9-36-8-1110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.23 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-6-8. (lb) - Max Horz 1=252(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-155(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=324(LC 1), 7=516(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-319/213 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=155. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V20 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566198 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-Cjj34A?W_3LC8rEwEnlhq9mUqsv9vLoYvx2Pmkygh84 Scale = 1:51.5 1 2 3 4 7 6 582x4 4x6 2x4 2x4 2x4 2x4 2x4 8-9-3 8-9-3 7-6-3 7-6-3 8-9-3 1-3-0 0-0-46-3-35-2-1110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.16 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 8-8-14. (lb) - Max Horz 1=199(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-123(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=344(LC 1), 7=371(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-253/176 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=123. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V21 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566199 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-Cjj34A?W_3LC8rEwEnlhq9mPKspxvLnYvx2Pmkygh84 Scale = 1:39.9 1 2 3 5 43x6 4x6 2x4 2x4 2x4 6-11-9 6-11-9 5-8-10 5-8-10 6-11-9 1-3-0 0-0-44-9-33-8-1110.00 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) 0.54 0.56 0.15 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: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 1=180/6-11-5, 4=-112/6-11-5, 5=446/6-11-5 Max Horz 1=146(LC 5) Max Uplift4=-136(LC 10), 5=-61(LC 5) Max Grav 1=180(LC 1), 4=37(LC 5), 5=446(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-284/131 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=136. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V22 Truss Type Valley Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566200 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-Cjj34A?W_3LC8rEwEnlhq9mQFsu2vNOYvx2Pmkygh84 Scale = 1:28.0 1 2 3 5 42x4 4x6 2x4 2x4 2x4 5-2-0 5-2-0 3-11-0 3-11-0 5-2-0 1-3-0 0-0-43-3-32-2-1110.00 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) 0.48 0.23 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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=134/5-1-11, 4=22/5-1-11, 5=214/5-1-11 Max Horz 1=93(LC 5) Max Uplift1=-10(LC 7), 4=-42(LC 7), 5=-15(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 Job B18802625 Truss V23 Truss Type GABLE Qty 1 Ply 1 16 BRIDGEMONT AT JACKSONS GRAN Job Reference (optional) I34566201 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 05 12:18:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vO7PLNz2Y3pwlUkjPnakiXzRRrE-gwHRIW09lNT3m?p6oVGwNMJhhFH1eq_h7boyIAygh83 Scale = 1:14.0 1 2 3 5 4 2x4 4x6 3x6 2x4 3-4-6 3-4-6 2-1-6 2-1-6 3-4-6 1-3-0 0-0-41-9-30-8-1110.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.05 0.02 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=65/3-4-6, 4=39/3-4-6, 5=121/3-4-6 Max Horz 1=39(LC 5) Max Uplift1=-14(LC 7), 4=-22(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.