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HomeMy WebLinkAboutstamped trussesRe: 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: I34484730 thru I34484765 My license renewal date for the state of Indiana is July 31, 2020. B18802518 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: 6 HAMLET 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. August 28,2018 Job B18802518 Truss CG01 Truss Type Diagonal Hip Girder Qty 3 Ply 1 6 HAMLET Job Reference (optional) I34484730 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-lubfK4AXzwHjdenkDHlwVMZG3mv9ea4vxdpQdCyjMk1 Scale = 1:30.4 1 2 6 5 7 3 8 4 2x4 4x6 2x4 1-6-0 1-6-0 5-7-2 4-1-2 -1-8-8 1-8-8 5-7-2 5-7-2 2-2-44-2-03-7-104-2-04.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.22 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.04 0.05 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=443/0-4-9, 3=190/Mechanical, 4=54/Mechanical Max Horz 6=115(LC 5) Max Uplift6=-132(LC 3), 3=-50(LC 3), 4=-77(LC 5) Max Grav 6=443(LC 1), 3=190(LC 1), 4=108(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-389/23 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 6=132. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down at 2-9-8, and 45 lb down at 2-9-8 on top chord, and 78 lb up at 2-9-8, and 78 lb up at 2-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-6=-20 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. August 28,2018 Job B18802518 Truss GE01 Truss Type GABLE Qty 1 Ply 1 6 HAMLET Job Reference (optional) I34484731 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-D491XQB9kDPaFoMwn_G91Z5UbAIeN1J3AHZz9eyjMk0 Scale = 1:26.8 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 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 15-9-4 15-9-4 1-3-11-7-00.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.03 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-9-4. (lb) - Max Horz 26=38(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 26, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25 Max Grav All reactions 250 lb or less at joint(s) 26, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss GE02 Truss Type Monopitch Supported Gable Qty 1 Ply 1 6 HAMLET Job Reference (optional) I34484732 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-D491XQB9kDPaFoMwn_G91Z5UcAIeN1J3AHZz9eyjMk0 Scale = 1:27.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 16-0-0 16-0-0 1-3-11-7-10.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.03 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-0-0. (lb) - Max Horz 27=38(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 27, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 Max Grav All reactions 250 lb or less at joint(s) 27, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss GE03 Truss Type Monopitch Supported Gable Qty 1 Ply 1 6 HAMLET Job Reference (optional) I34484733 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-iGiPklBnVXXRsyw6LinOaneeZaeU6UWCPxIXi4yjMk? Scale = 1:38.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-7-0 22-7-0 22-7-0 22-7-0 1-11-32-4-130.25 12 Plate Offsets (X,Y)-- [13:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 79 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, Except: 10-0-0 oc bracing: 23-24,22-23,21-22,20-21,19-20. REACTIONS.All bearings 22-7-0. (lb) - Max Horz 37=61(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 37, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34, 35, 36 Max Grav All reactions 250 lb or less at joint(s) 37, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34, 35, 36 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 37, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34, 35, 36. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 6 HAMLET Job Reference (optional) I34484734 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-ATGny5CPGrfIU5VJuPId6_Aq6zz7rxtMda24EXyjMk_ Scale = 1:21.0 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-4-8 12-4-8 1-7-01-10-20.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.03 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-4-8. (lb) - Max Horz 20=30(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 20, 11, 12, 13, 14, 15, 16, 17, 18, 19 Max Grav All reactions 250 lb or less at joint(s) 20, 11, 12, 13, 14, 15, 16, 17, 18, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11, 12, 13, 14, 15, 16, 17, 18, 19. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss GE05 Truss Type Monopitch Supported Gable Qty 1 Ply 1 6 HAMLET Job Reference (optional) I34484735 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-ATGny5CPGrfIU5VJuPId6_Aqyzz2rxwMda24EXyjMk_ Scale = 1:18.0 1 2 3 4 5 6 12 11 10 9 8 7 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-8-11 6-8-11 2-0-72-2-20.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.04 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-8-11. (lb) - Max Horz 12=36(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 7, 8, 9, 10, 11 Max Grav All reactions 250 lb or less at joint(s) 12, 7, 8, 9, 10, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7, 8, 9, 10, 11. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss GE06 Truss Type Monopitch Supported Gable Qty 1 Ply 1 6 HAMLET Job Reference (optional) I34484736 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-efqA9RD118n96F4VS7qsfCj?mNJJaO8VsEnelzyjMjz Scale = 1:37.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 2x4 2x4 3x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-7-12 21-7-12 21-7-12 21-7-12 1-7-02-0-70.25 12 Plate Offsets (X,Y)-- [13:0-2-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.04 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-7-12. (lb) - Max Horz 36=34(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 36, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34, 35 Max Grav All reactions 250 lb or less at joint(s) 36, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34, 35 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34, 35. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss GE07 Truss Type GABLE Qty 2 Ply 1 6 HAMLET Job Reference (optional) I34484737 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-efqA9RD118n96F4VS7qsfCjy5NJiaO9VsEnelzyjMjz Scale = 1:22.0 1 2 3 4 7 6 5 2x4 2x4 2x4 3x4 2x4 2x4 -1-2-8 1-2-8 2-11-8 2-11-8 1-1-03-0-102-11-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 1 1 5 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 14 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 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=56/2-11-8, 7=229/2-11-8, 6=90/2-11-8 Max Horz 7=99(LC 5) Max Uplift5=-10(LC 5), 7=-29(LC 4), 6=-57(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 5, 7, 6. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss GE08 Truss Type Common Supported Gable Qty 2 Ply 1 6 HAMLET Job Reference (optional) I34484738 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-6rOYNnEfoSv0kPfh0qL5BPG7indXJqbe5uXBHPyjMjy Scale = 1:20.3 1 2 3 4 5 6 7 8 9 12 11 10 4x6 3x6 3x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 10-7-4 10-7-4 -0-10-8 0-10-8 5-3-10 5-3-10 10-7-4 5-3-10 11-5-12 0-10-8 0-8-01-11-150-8-03.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-3-15], [8:0-3-6,0-3-15] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.15 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.01 0.00 -0.00 (loc) 9 9 8 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-14, Right 2x4 SPF-S Stud 1-11-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-7-4. (lb) - Max Horz 2=-14(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 12, 10 except 11=-150(LC 1) Max Grav All reactions 250 lb or less at joint(s) 11 except 2=307(LC 1), 8=307(LC 1), 12=376(LC 10), 10=376(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-12=-279/95, 6-10=-279/95 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 12, 10 except (jt=lb) 11=150. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss J01 Truss Type Jack-Open Qty 3 Ply 1 6 HAMLET Job Reference (optional) I34484739 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-6rOYNnEfoSv0kPfh0qL5BPG7vneeJqbe5uXBHPyjMjy Scale = 1:23.1 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 2-0-7 0-6-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-43-2-82-9-133-2-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.08 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=240/0-3-8, 3=33/Mechanical, 4=18/Mechanical Max Horz 6=88(LC 6) Max Uplift3=-9(LC 7), 4=-67(LC 6) Max Grav 6=240(LC 1), 3=33(LC 1), 4=37(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss J02 Truss Type Jack-Open Qty 3 Ply 1 6 HAMLET Job Reference (optional) I34484740 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-6rOYNnEfoSv0kPfh0qL5BPG7vneeJqbe5uXBHPyjMjy Scale = 1:23.1 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 2-0-7 0-6-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-43-2-82-9-133-2-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.08 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=240/0-3-8, 3=33/Mechanical, 4=18/Mechanical Max Horz 6=88(LC 6) Max Uplift3=-9(LC 7), 4=-67(LC 6) Max Grav 6=240(LC 1), 3=33(LC 1), 4=37(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss J03 Truss Type Jack-Open Qty 3 Ply 1 6 HAMLET Job Reference (optional) I34484741 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-a2ywa7EIZm1sLZEuaYsKkcoHNBxB2HNoKYGkqsyjMjx Scale = 1:28.8 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 4-0-0 2-6-0 -1-2-8 1-2-8 4-0-0 4-0-0 2-2-44-2-43-9-94-2-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.28 0.31 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.05 0.04 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=317/0-3-8, 3=132/Mechanical, 4=38/Mechanical Max Horz 6=118(LC 6) Max Uplift3=-40(LC 6), 4=-30(LC 6) Max Grav 6=317(LC 1), 3=132(LC 1), 4=76(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-279/0 WEBS 2-5=0/260 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss M01 Truss Type Monopitch Qty 19 Ply 1 6 HAMLET Job Reference (optional) I34484742 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-a2ywa7EIZm1sLZEuaYsKkco8MBxc23boKYGkqsyjMjx Scale = 1:26.8 1 2 3 6 5 4 3x4 8x8 8x8 3x4 8x8 2x4 7-10-10 7-10-10 15-9-4 7-10-10 7-10-10 7-10-10 15-9-4 7-10-10 1-3-11-7-00.25 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [3:0-3-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.86 0.28 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.47 0.01 0.12 (loc) 5 5 4 5 l/defl >796 >398 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=516/0-3-8, 4=516/0-2-12 Max Horz 6=17(LC 6) Max Uplift6=-35(LC 4), 4=-36(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-450/70, 1-2=-1961/179, 2-3=-1961/183, 3-4=-451/72 BOT CHORD 5-6=-39/258 WEBS 1-5=-146/1712, 2-5=-433/121, 3-5=-169/1801 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss M02 Truss Type Monopitch Qty 5 Ply 1 6 HAMLET Job Reference (optional) I34484743 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-a2ywa7EIZm1sLZEuaYsKkco85Bxa23noKYGkqsyjMjx Scale = 1:27.2 1 2 3 4 7 6 5 3x4 8x8 3x6 4x8 3x4 8x8 2x4 8-0-0 8-0-0 16-0-0 8-0-0 8-0-0 8-0-0 16-0-0 8-0-0 1-3-11-7-10.25 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [4:0-3-7,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.88 0.29 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.46 0.01 0.12 (loc) 6 5-6 5 6 l/defl >825 >412 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 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* 4-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=524/0-3-8, 5=524/0-5-8 Max Horz 7=25(LC 5) Max Uplift7=-36(LC 4), 5=-36(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-458/71, 1-2=-2031/187, 2-3=-2032/190, 3-4=-2027/191, 4-5=-460/71 BOT CHORD 6-7=-16/262 WEBS 1-6=-154/1778, 2-6=-443/122, 4-6=-167/1879 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss M03 Truss Type Monopitch Qty 4 Ply 1 6 HAMLET Job Reference (optional) I34484744 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-2EWIoTFwK39jzjp47FNZHqLImbItndwxYC0IMIyjMjw Scale = 1:20.9 1 2 3 6 5 4 3x4 5x8 5x8 3x4 5x12 2x4 6-2-4 6-2-4 12-4-8 6-2-4 6-2-4 6-2-4 12-4-8 6-2-4 1-7-01-10-20.25 12 Plate Offsets (X,Y)-- [3:0-3-7,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.95 0.22 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.22 0.00 0.03 (loc) 5 5 4 5 l/defl >999 >656 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 45 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* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=926/0-2-12, 4=926/0-5-8 Max Horz 6=5(LC 4) Max Uplift6=-27(LC 4), 4=-28(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-869/69, 1-2=-2279/124, 2-3=-2281/127, 3-4=-869/71 WEBS 1-5=-113/2106, 2-5=-932/112, 3-5=-122/2168 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss M04 Truss Type Monopitch Qty 4 Ply 1 6 HAMLET Job Reference (optional) I34484745 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-2EWIoTFwK39jzjp47FNZHqLLKbBLnZIxYC0IMIyjMjw Scale = 1:69.6 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 3x6 5x10 MT18HS 4x8 2x4 5x16 MT18HS10x10 4x6 6x16 2x4 5x12 5x12 4x6 8x16 2x4 6x16 4x6 3x12 5x8 4x8 3x6 6-1-12 6-1-12 12-1-12 6-0-0 16-11-10 4-9-14 21-9-8 4-9-14 27-6-4 5-8-12 33-3-0 5-8-12 39-3-4 6-0-4 6-1-12 6-1-12 12-1-12 6-0-0 16-11-10 4-9-14 21-9-8 4-9-14 27-6-4 5-8-12 33-3-0 5-8-12 39-3-4 6-0-4 1-7-02-4-130.25 12 Plate Offsets (X,Y)-- [1:0-3-4,0-2-0], [5:0-3-7,0-2-9], [10:0-3-7,0-2-8], [12:0-3-8,0-1-8], [16:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.72 0.70 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.43 -0.72 0.02 0.08 (loc) 17-19 17-19 15 17-19 l/defl >605 >360 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 174 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-8: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 11-14: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-20,6-15: 2x4 SPF No.2, 1-19,5-17,6-16,6-13: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-6-5 oc bracing: 15-16 2-5-2 oc bracing: 13-15. WEBS 1 Row at midpt 9-13 REACTIONS.(lb/size) 20=1554/0-2-12, 11=880/0-5-8, 15=4743/0-6-12 Max Horz 20=40(LC 5) Max Uplift20=-47(LC 4), 11=-27(LC 4), 15=-142(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1487/71, 1-2=-5021/176, 2-3=-5303/185, 3-4=-5302/187, 4-5=-5294/188, 5-6=-993/47, 9-10=-1518/68, 10-11=-835/50 BOT CHORD 19-20=-22/296, 18-19=-159/5011, 17-18=-159/5011, 16-17=-24/991, 15-16=-4073/146, 14-15=-4073/146, 13-14=-4073/146, 12-13=-36/1508 WEBS 1-19=-161/4810, 2-19=-906/86, 2-17=-8/289, 3-17=-1378/90, 5-17=-150/4523, 5-16=-1722/95, 6-16=-179/5357, 6-15=-4599/198, 6-13=-141/4325, 7-13=-688/70, 9-13=-1504/49, 9-12=-421/68, 10-12=-54/1514 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 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 at joint(s) 20. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11 except (jt=lb) 15=142. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 600 lb down and 20 lb up at 12-1-12, and 600 lb down and 20 lb up at 22-3-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 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. August 28,2018 Job B18802518 Truss M04 Truss Type Monopitch Qty 4 Ply 1 6 HAMLET Job Reference (optional) I34484745 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:51 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-2EWIoTFwK39jzjp47FNZHqLLKbBLnZIxYC0IMIyjMjw LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-10=-140, 11-20=-13 Concentrated Loads (lb) Vert: 3=-600 21=-600 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 B18802518 Truss M05 Truss Type MONOPITCH Qty 9 Ply 1 6 HAMLET Job Reference (optional) I34484746 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-WQ4g?pGY5NHabtOGhyuop1uSu_W?W?j5nslrukyjMjv Scale = 1:72.6 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 3x4 8x8 3x6 3x4 3x6 8x8 4x6 4x10 2x4 4x10 5x12 3x6 8x16 2x4 6x16 3x6 4x8 5x8 3x8 3x6 5-8-0 5-8-0 11-0-8 5-4-8 16-5-0 5-4-8 21-9-8 5-4-8 28-6-1 6-8-9 35-2-11 6-8-9 42-2-12 7-0-1 5-8-0 5-8-0 11-0-8 5-4-8 16-5-0 5-4-8 21-9-8 5-4-8 28-6-1 6-8-9 35-2-11 6-8-9 42-2-12 7-0-1 1-7-02-5-90.25 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [5:0-3-7,0-2-1], [10:0-3-7,0-2-8], [12:0-3-8,0-2-0], [13:0-6-8,0-3-0], [16:0-3-8,0-2-8], [18:0-1-12,0-1-12], [19:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.99 0.74 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.39 -0.65 -0.01 0.08 (loc) 18-19 18-19 11 18-19 l/defl >668 >401 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 2100F 1.8E *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 10-11,1-19,5-18,6-15,10-12: 2x4 SPF No.2 6-16,6-13: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-5-1 oc bracing: 15-16 2-3-9 oc bracing: 13-15. WEBS 1 Row at midpt 9-13 REACTIONS.(lb/size) 20=1323/0-2-12, 11=1197/0-5-8, 15=3911/0-6-12 Max Horz 20=28(LC 5) Max Uplift20=-39(LC 4), 11=-36(LC 6), 15=-117(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1259/62, 1-2=-3712/126, 2-3=-3669/127, 3-4=-3668/129, 4-5=-3660/130, 5-6=-920/43, 6-7=-1378/59, 7-8=-1377/61, 8-9=-1360/62, 9-10=-2570/103, 10-11=-1144/64 BOT CHORD 18-19=-108/3703, 17-18=-22/913, 16-17=-22/913, 15-16=-3732/136, 14-15=-3732/136, 13-14=-3732/136, 12-13=-69/2559 WEBS 1-19=-120/3587, 2-19=-782/76, 3-18=-746/69, 5-18=-93/2871, 5-16=-1467/92, 6-16=-161/4885, 6-15=-3773/176, 6-13=-172/5269, 7-13=-903/86, 9-13=-1244/40, 9-12=-680/85, 10-12=-86/2540 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 20. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11 except (jt=lb) 15=117. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss M06 Truss Type Monopitch Qty 4 Ply 1 6 HAMLET Job Reference (optional) I34484747 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-WQ4g?pGY5NHabtOGhyuop1uW7_VNW1Z5nslrukyjMjv Scale = 1:38.6 1 2 3 4 5 6 12 11 10 9 8 7 13 3x6 2x4 4x8 3x4 3x6 6x16 3x6 6x16 2x4 3x6 5x8 4x10 5-1-4 5-1-4 10-10-0 5-8-12 16-6-12 5-8-12 22-7-0 6-0-4 2-6-0 2-6-0 5-1-4 2-7-4 10-10-0 5-8-12 16-6-12 5-8-12 22-7-0 6-0-4 1-11-32-4-130.25 12 Plate Offsets (X,Y)-- [6:0-3-7,0-2-0], [8:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.72 0.78 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.28 0.02 0.03 (loc) 8-9 8-9 7 8-9 l/defl >999 >751 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 105 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-11: 2x6 SPF No.2, 2-9,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 12=-16/0-5-8, 7=1233/0-5-8, 11=2801/0-5-4 Max Horz 12=22(LC 5) Max Uplift12=-16(LC 1), 7=-37(LC 6), 11=-83(LC 6) Max Grav 12=5(LC 5), 7=1233(LC 1), 11=2801(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-2366/89, 3-13=-2353/90, 3-4=-2352/92, 4-5=-2343/92, 5-6=-2601/104, 6-7=-1186/61 BOT CHORD 11-12=-640/36, 10-11=-640/36, 9-10=-640/36, 8-9=-69/2591 WEBS 2-12=-13/661, 2-11=-2694/135, 2-9=-100/3107, 3-9=-724/70, 5-9=-260/9, 5-8=-794/80, 6-8=-91/2654 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7, 11. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 600 lb down and 20 lb up at 5-7-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-140, 7-12=-13 Concentrated Loads (lb) Vert: 13=-600 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. August 28,2018 Job B18802518 Truss M07 Truss Type Monopitch Qty 5 Ply 1 6 HAMLET Job Reference (optional) I34484748 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-_de3D9HAshPRC0zSFgP1MFQdQOv_FRkE0WVPQAyjMju Scale = 1:36.0 1 2 3 4 5 10 9 8 7 6 3x4 5x10 MT18HS 3x6 3x8 3x12 3x16 MT18HS8x8 3x6 3x6 3x12 6-11-8 6-11-8 13-7-8 6-8-0 20-7-0 6-11-8 6-11-8 6-11-8 13-7-8 6-8-0 20-7-0 6-11-8 2-0-72-5-90.25 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-8], [4:0-3-8,0-1-8], [9:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 1.00 0.56 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.32 -0.54 0.08 0.06 (loc) 7-9 7-9 6 7-9 l/defl >755 >450 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 76 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-9,2-7,4-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS.(lb/size) 10=1556/0-5-8, 6=1556/0-5-8 Max Horz 10=42(LC 5) Max Uplift10=-48(LC 4), 6=-47(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1494/75, 1-2=-3998/148, 2-3=-3750/140, 3-4=-3733/141, 5-6=-430/39 BOT CHORD 8-9=-116/3988, 7-8=-116/3988, 6-7=-106/3740 WEBS 1-9=-127/3906, 2-9=-899/89, 2-7=-258/10, 4-6=-3749/126 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 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) 10, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss M08 Truss Type MONOPITCH Qty 9 Ply 1 6 HAMLET Job Reference (optional) I34484749 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-_de3D9HAshPRC0zSFgP1MFQipOyEFeRE0WVPQAyjMju Scale = 1:38.8 1 2 3 5 4 2x4 2x4 3x4 3x4 6-0-0 6-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 2-2-45-2-44-10-120-3-85-2-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.66 0.35 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >430 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=407/0-3-8, 4=273/0-1-8 Max Horz 5=148(LC 6) Max Uplift5=-1(LC 6), 4=-80(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-350/62 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss M09 Truss Type Monopitch Qty 4 Ply 1 6 HAMLET Job Reference (optional) I34484750 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-_de3D9HAshPRC0zSFgP1MFQp7O0UFfiE0WVPQAyjMju Scale = 1:22.0 1 2 3 5 4 2x4 2x4 3x4 2x4 2-11-8 2-11-8 -1-2-8 1-2-8 2-11-8 2-11-8 1-1-03-0-102-9-20-3-83-0-109.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=269/0-3-8, 4=106/0-1-8 Max Horz 5=119(LC 6) Max Uplift5=-11(LC 6), 4=-50(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss M10 Truss Type Monopitch Qty 2 Ply 1 6 HAMLET Job Reference (optional) I34484751 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-TpBRQVIod_XIqAYfpNwGuSzqBoBW_xqOEAEyzdyjMjt Scale = 1:74.9 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 3x6 5x10 MT18HS 4x8 3x4 5x16 MT18HS10x10 4x6 6x16 2x4 5x12 6x16 6x18 MT18HS 3x8 7x16 MT18HS 2x4 4x6 3x12 5x8 4x10 3x6 6-1-12 6-1-12 12-1-12 6-0-0 16-11-10 4-9-14 21-9-8 4-9-14 28-6-1 6-8-9 35-2-11 6-8-9 42-2-12 7-0-1 6-1-12 6-1-12 12-1-12 6-0-0 16-11-10 4-9-14 21-9-8 4-9-14 28-6-1 6-8-9 35-2-11 6-8-9 42-2-12 7-0-1 1-7-02-5-90.25 12 Plate Offsets (X,Y)-- [1:0-3-4,0-2-0], [5:0-3-7,0-2-9], [6:0-7-8,0-2-0], [10:0-3-7,0-2-8], [12:0-3-8,0-1-8], [16:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.87 0.73 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.46 -0.77 0.02 0.09 (loc) 17-19 17-19 15 17-19 l/defl >564 >336 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 198 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-8: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E *Except* 18-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-20,6-15,10-12: 2x4 SPF No.2 1-19,5-17,6-16,6-13: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-3-8 oc bracing: 15-16 3-2-15 oc bracing: 13-15. WEBS 1 Row at midpt 9-13 REACTIONS.(lb/size) 20=1609/0-2-12, 11=1094/0-5-8, 15=5536/0-6-12 Max Horz 20=41(LC 5) Max Uplift20=-48(LC 4), 11=-33(LC 4), 15=-166(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1542/73, 1-2=-5264/184, 2-3=-5763/199, 3-4=-5764/201, 4-5=-5754/201, 5-6=-1186/51, 6-21=-623/31, 7-21=-609/32, 7-8=-607/34, 8-9=-598/35, 9-10=-2280/93, 10-11=-1040/60 BOT CHORD 19-20=-23/302, 18-19=-167/5254, 17-18=-167/5254, 16-17=-29/1182, 15-16=-4865/174, 14-15=-4865/174, 13-14=-4865/174, 12-13=-60/2268 WEBS 1-19=-168/5051, 2-19=-951/87, 2-17=-14/511, 3-17=-1515/95, 5-17=-159/4805, 5-16=-2077/105, 6-16=-213/6396, 6-15=-5366/228, 6-13=-184/5628, 7-13=-817/83, 9-13=-1739/57, 9-12=-575/82, 10-12=-79/2264 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 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 at joint(s) 20. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11 except (jt=lb) 15=166. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 600 lb down and 20 lb up at 12-1-12, and 600 lb down and 20 lb up at 22-3-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 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. August 28,2018 Job B18802518 Truss M10 Truss Type Monopitch Qty 2 Ply 1 6 HAMLET Job Reference (optional) I34484751 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:54 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-TpBRQVIod_XIqAYfpNwGuSzqBoBW_xqOEAEyzdyjMjt LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-140, 3-21=-200, 10-21=-140, 11-20=-13 Concentrated Loads (lb) Vert: 3=-600 21=-600 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 B18802518 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 6 HAMLET Job Reference (optional) I34484752 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-TpBRQVIod_XIqAYfpNwGuSztBoCt_6NOEAEyzdyjMjt Scale = 1:38.8 1 2 4 3 5 6 3x4 4x6 3x6 3x8 6-0-0 6-0-0 6-0-0 6-0-0 2-2-45-2-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.68 0.65 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.13 0.00 0.03 (loc) 3-4 3-4 3 3-4 l/defl >999 >545 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 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=921/Mechanical, 4=894/0-3-8 Max Horz 4=88(LC 5) Max Uplift3=-108(LC 5), 4=-4(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 4 except (jt=lb) 3=108. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 622 lb down and 36 lb up at 2-0-12, and 622 lb down and 36 lb up at 4-0-12 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): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-20 Concentrated Loads (lb) Vert: 5=-622(B) 6=-622(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. August 28,2018 Job B18802518 Truss T01 Truss Type Hip Qty 1 Ply 1 6 HAMLET Job Reference (optional) I34484753 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-x?lpdqIQNIf9SK7rM5SVRgWzNCbAjP3XTq_VV3yjMjs Scale = 1:61.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 917 18 5x12 3x8 3x4 3x6 3x6 3x6 3x6 3x6 5x8 3x6 6x8 3x4 6x8 3x6 8-0-0 8-0-0 12-1-4 4-1-4 18-8-2 6-6-14 25-3-0 6-6-14 33-3-0 8-0-0 -1-2-8 1-2-8 8-0-0 8-0-0 16-7-8 8-7-8 25-3-0 8-7-8 33-3-0 8-0-0 34-5-8 1-2-8 2-2-46-0-96-2-42-2-46-0-96.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-0-15], [6:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.97 0.45 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.25 0.02 0.02 (loc) 15-16 15-16 9 10-12 l/defl >999 >582 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 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-12,2-16,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-10 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-15. WEBS 1 Row at midpt 3-13, 4-13, 6-12 REACTIONS.(lb/size) 16=516/0-3-8, 13=2047/0-3-8, 9=1116/0-3-8 Max Horz 16=-89(LC 4) Max Uplift16=-79(LC 6), 13=-62(LC 5), 9=-78(LC 7) Max Grav 16=536(LC 10), 13=2047(LC 1), 9=1119(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=0/444, 4-5=-653/151, 5-6=-653/153, 6-7=-1127/145, 2-16=-459/154, 7-9=-1047/192 BOT CHORD 13-17=-53/509, 17-18=-53/509, 12-18=-53/509, 11-12=0/877, 10-11=0/877 WEBS 3-15=0/273, 3-13=-871/86, 4-13=-1533/162, 4-12=0/434, 6-12=-310/30, 7-10=0/704 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 7 = 16% 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) 16, 13, 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 28,2018 Job B18802518 Truss T02 Truss Type Hip Qty 1 Ply 1 6 HAMLET Job Reference (optional) I34484754 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-x?lpdqIQNIf9SK7rM5SVRgW0HCWYjPrXTq_VV3yjMjs Scale = 1:66.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 1016 5x8 4x6 5x12 3x6 3x6 4x8 2x4 5x12 3x6 3x4 3x8 4x6 3x4 10-0-0 10-0-0 12-1-4 2-1-4 16-7-8 4-6-4 23-3-0 6-7-8 33-3-0 10-0-0 -1-2-8 1-2-8 5-1-12 5-1-12 10-0-0 4-10-4 16-7-8 6-7-8 23-3-0 6-7-8 28-1-4 4-10-4 33-3-0 5-1-12 34-5-8 1-2-8 2-2-47-0-97-2-42-2-47-0-96.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-15], [11:0-6-0,0-3-0], [14:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.79 0.81 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.62 0.03 0.01 (loc) 10-11 10-11 10 11-12 l/defl >999 >407 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 WEBS 2x4 SPF-S Stud *Except* 5-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-3 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 5-13, 7-10 REACTIONS.(lb/size) 13=2013/0-3-8, 15=527/0-3-8, 10=1089/0-3-8 Max Horz 15=99(LC 5) Max Uplift13=-30(LC 5), 15=-68(LC 6), 10=-84(LC 7) Max Grav 13=2013(LC 1), 15=574(LC 10), 10=1106(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=0/351, 5-6=-765/171, 6-7=-940/161, 2-15=-327/147, 8-10=-334/147 BOT CHORD 12-13=-13/458, 12-16=-13/458, 11-16=-13/458, 10-11=-17/833 WEBS 3-14=-354/149, 4-14=0/465, 4-13=-922/43, 5-13=-1374/117, 5-11=-14/461, 7-10=-1022/87 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 15, 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss T03 Truss Type Hip Qty 1 Ply 1 6 HAMLET Job Reference (optional) I34484755 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-PCJBrAJ28co03Uh1wozk_t2Ewcq9SpCgiUj31VyjMjr Scale = 1:72.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018 19 4x6 4x6 3x4 3x6 3x6 3x6 3x12 3x6 3x12 3x6 3x6 4x6 3x4 4x6 3x6 6-1-12 6-1-12 12-0-0 5-10-4 12-1-4 0-1-4 21-3-0 9-1-12 27-1-4 5-10-4 33-3-0 6-1-12 -1-2-8 1-2-8 6-1-12 6-1-12 12-0-0 5-10-4 16-7-8 4-7-8 21-3-0 4-7-8 27-1-4 5-10-4 33-3-0 6-1-12 34-5-8 1-2-8 2-2-48-0-98-2-42-2-48-0-96.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [8:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.60 0.92 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.31 -0.57 0.02 0.01 (loc) 13-14 13-14 10 11-13 l/defl >829 >446 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* 5-14,5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. WEBS 1 Row at midpt 5-14 REACTIONS.(lb/size) 17=427/0-3-8, 14=2204/0-3-8, 10=1065/0-3-8 Max Horz 17=-109(LC 4) Max Uplift17=-67(LC 6), 14=-26(LC 6), 10=-89(LC 7) Max Grav 17=496(LC 10), 14=2204(LC 1), 10=1091(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-265/165, 3-4=0/498, 4-5=0/359, 5-6=-638/176, 6-7=-823/163, 7-8=-1069/151, 2-17=-429/130, 8-10=-1022/182 BOT CHORD 14-18=-23/300, 18-19=-23/300, 13-19=-23/300, 12-13=0/867, 11-12=0/867 WEBS 3-14=-573/147, 4-14=-558/72, 5-14=-1145/130, 5-13=-18/674, 7-13=-319/126, 8-11=-8/832 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 14, 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss T04 Truss Type Hip Qty 1 Ply 1 6 HAMLET Job Reference (optional) I34484756 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-PCJBrAJ28co03Uh1wozk_t29ycxYSsegiUj31VyjMjr Scale = 1:77.9 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1120 3x6 5x8 4x6 3x6 3x4 3x6 4x8 3x6 3x8 3x8 3x6 3x8 5x6 3x4 5x6 3x6 3x4 7-1-12 7-1-12 12-1-4 4-11-8 14-0-0 1-10-12 19-3-0 5-3-0 26-1-4 6-10-4 33-3-0 7-1-12 -1-2-8 1-2-8 7-1-12 7-1-12 14-0-0 6-10-4 19-3-0 5-3-0 26-1-4 6-10-4 33-3-0 7-1-12 34-5-8 1-2-8 2-2-49-0-99-2-42-2-49-0-96.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-4-0,0-1-15], [9:0-3-0,0-1-12], [12:0-3-8,0-1-8], [15:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.92 0.51 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.18 0.03 0.02 (loc) 14-15 18-19 11 14-15 l/defl >999 >810 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 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* 3-15,5-15,5-14,6-14,8-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-12 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 3-16, 5-15, 6-14, 8-14 REACTIONS.(lb/size) 19=969/0-3-8, 11=1319/0-3-8, 16=1347/0-3-8 Max Horz 19=-118(LC 4) Max Uplift19=-73(LC 6), 11=-98(LC 7), 16=-32(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-921/146, 3-4=-729/154, 4-5=-589/186, 5-6=-839/228, 6-7=-933/214, 7-8=-1072/182, 8-9=-1426/189, 2-19=-897/181, 9-11=-1250/211 BOT CHORD 17-18=-22/721, 16-17=-22/721, 15-16=-394/145, 15-20=0/541, 14-20=0/541, 13-14=-11/1172, 12-13=-11/1172 WEBS 3-16=-1634/172, 3-15=-36/1190, 5-15=-675/82, 5-14=-47/621, 8-14=-441/132, 2-18=0/638, 9-12=-24/1102 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 11, 16. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss T05 Truss Type Hip Qty 1 Ply 1 6 HAMLET Job Reference (optional) I34484757 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-tOtZ2WKhvvwtheGEUWUzW5bNS?FcBKtqx8TcayyjMjq Scale = 1:83.1 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1120 3x6 4x6 5x8 3x6 2x4 3x6 3x6 5x8 3x4 4x8 3x6 3x6 5x6 5x8 3x4 6x8 3x6 6-2-6 6-2-6 12-1-4 5-10-14 16-0-0 3-10-12 17-3-0 1-3-0 25-1-4 7-10-4 33-3-0 8-1-12 -1-2-8 1-2-8 8-1-12 8-1-12 16-0-0 7-10-4 17-3-0 1-3-0 25-1-4 7-10-4 33-3-0 8-1-12 34-5-8 1-2-8 2-2-410-0-910-2-42-2-410-0-96.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [6:0-4-0,0-1-15], [9:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.74 0.58 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.25 0.03 0.03 (loc) 12-14 11-12 11 12-14 l/defl >999 >995 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 173 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,7-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,3-16,8-12,2-18,9-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 3-16, 5-15, 6-15, 8-14 REACTIONS.(lb/size) 19=902/0-3-8, 16=1397/0-3-8, 11=1324/0-3-8 Max Horz 19=-129(LC 4) Max Uplift19=-78(LC 6), 16=-35(LC 6), 11=-107(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-792/149, 3-4=-764/184, 4-5=-602/221, 5-6=-543/239, 6-7=-712/224, 7-8=-874/188, 8-9=-1470/203, 2-19=-842/182, 9-11=-1257/223 BOT CHORD 17-18=-42/608, 16-17=-42/608, 15-16=-290/130, 14-15=0/633, 14-20=-13/1197, 13-20=-13/1197, 12-13=-13/1197 WEBS 3-16=-1541/209, 3-15=-21/1026, 6-15=-798/40, 6-14=-18/620, 8-14=-724/156, 2-18=0/494, 9-12=-18/1084 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 16 except (jt=lb) 11=107. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss T06 Truss Type Common Qty 3 Ply 1 6 HAMLET Job Reference (optional) I34484758 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-tOtZ2WKhvvwtheGEUWUzW5bM9?AkBF4qx8TcayyjMjq Scale = 1:84.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1017 18 19 20 21 22 3x6 4x10 3x6 2x4 3x6 3x6 3x6 3x6 4x6 4x6 6x6 3x8 4x8 3x6 6-2-6 6-2-6 12-1-4 5-10-14 22-6-6 10-5-2 33-3-0 10-8-10 -1-2-8 1-2-8 8-5-8 8-5-8 16-7-8 8-2-0 24-9-8 8-2-0 33-3-0 8-5-8 34-5-8 1-2-8 2-2-410-6-02-2-46.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [8:0-3-15,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.83 0.96 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.39 -0.65 0.02 0.02 (loc) 11-13 11-13 10 11 l/defl >647 >390 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,6-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-15,3-13,7-11,2-15: 2x4 SPF-S Stud 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, Except: 6-0-0 oc bracing: 13-15. WEBS 1 Row at midpt 5-13, 7-10 REACTIONS.(lb/size) 16=564/0-3-8, 13=2210/0-3-8, 10=1219/0-3-8 Max Horz 16=-132(LC 4) Max Uplift16=-65(LC 6), 13=-59(LC 6), 10=-103(LC 7) Max Grav 16=611(LC 10), 13=2210(LC 1), 10=1219(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-388/103, 4-5=0/400, 5-6=-932/260, 6-7=-1097/220, 7-8=-348/176, 2-16=-548/149, 8-10=-506/208 BOT CHORD 13-19=0/293, 12-19=0/293, 12-20=0/293, 11-20=0/293, 11-21=0/1005, 21-22=0/1005, 10-22=0/1005 WEBS 3-13=-731/221, 5-13=-1324/85, 5-11=-105/1098, 7-11=-499/249, 7-10=-1011/15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 13 except (jt=lb) 10=103. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss T07 Truss Type Common Qty 2 Ply 1 6 HAMLET Job Reference (optional) I34484759 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-LaRyGsLJgD2kJorQ2D?C3I8UePgzwu?z9oCA6OyjMjp Scale = 1:41.7 1 2 3 4 5 8 7 6 4x6 3x4 3x4 3x8 6x6 6x6 6-7-8 6-7-8 13-3-0 6-7-8 -1-2-8 1-2-8 6-7-8 6-7-8 13-3-0 6-7-8 14-5-8 1-2-8 2-2-45-6-02-2-46.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.97 0.32 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.00 0.00 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=756/0-3-8, 6=756/0-3-8 Max Horz 8=-83(LC 4) Max Uplift8=-63(LC 6), 6=-63(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-610/123, 3-4=-610/123, 2-8=-697/173, 4-6=-697/173 WEBS 2-7=0/347, 4-7=0/347 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss T08 Truss Type Common Qty 3 Ply 1 6 HAMLET Job Reference (optional) I34484760 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-LaRyGsLJgD2kJorQ2D?C3I8UiPgzwtoz9oCA6OyjMjp Scale = 1:41.7 1 2 3 4 7 6 5 4x6 3x4 3x4 3x8 6x6 6x6 6-7-8 6-7-8 13-3-0 6-7-8 -1-2-8 1-2-8 6-7-8 6-7-8 13-3-0 6-7-8 2-2-45-6-02-2-46.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.97 0.32 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 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: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=762/0-3-8, 5=642/0-3-8 Max Horz 7=90(LC 6) Max Uplift7=-59(LC 6), 5=-24(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-620/115, 3-4=-614/112, 2-7=-703/167, 4-5=-583/121 WEBS 2-6=0/359, 4-6=-1/371 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 7, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss T09 Truss Type Common Qty 6 Ply 1 6 HAMLET Job Reference (optional) I34484761 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-pn?KTCLxRXAbwxQcbwWRbWgpbp?QfLM7OSyjeqyjMjo Scale = 1:20.3 1 2 3 4 5 6 7 8 4x6 3x6 3x4 3x6 3x4 2x4 5-3-10 5-3-10 10-7-4 5-3-10 -0-10-8 0-10-8 5-3-10 5-3-10 10-7-4 5-3-10 11-5-12 0-10-8 0-8-01-11-150-8-03.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-3-15], [6:0-3-6,0-3-15] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.38 0.37 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 0.02 0.01 (loc) 6-8 6-8 6 2-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 SLIDER Left 2x4 SPF-S Stud 2-8-2, Right 2x4 SPF-S Stud 2-8-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=600/0-5-8, 6=600/0-5-8 Max Horz 2=-14(LC 5) Max Uplift2=-51(LC 6), 6=-51(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-999/135, 3-4=-908/143, 4-5=-908/143, 5-6=-999/135 BOT CHORD 2-8=-97/881, 6-8=-97/881 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 Job B18802518 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 6 HAMLET Job Reference (optional) I34484762 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-pn?KTCLxRXAbwxQcbwWRbWgo?pyUfEY7OSyjeqyjMjo Scale = 1:61.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018 19 20 21 22 23 24 4x6 3x6 2x4 4x6 3x8 5x12 2x4 2x4 5x12 5x8 3x6 3x6 3x4 4x6 4x6 6-0-0 6-0-0 12-1-4 6-1-4 19-9-0 7-7-12 27-3-0 7-6-0 33-3-0 6-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 12-1-4 6-1-4 19-9-0 7-7-12 27-3-0 7-6-0 33-3-0 6-0-0 34-5-8 1-2-8 2-2-45-0-95-2-42-2-45-0-96.00 12 Plate Offsets (X,Y)-- [7:0-4-0,0-1-15], [8:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.56 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.17 0.01 0.06 (loc) 13-14 13-14 10 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 320 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-13,7-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 17=366/0-3-8, 14=4098/0-3-8, 10=2088/0-3-8 Max Horz 17=-77(LC 3) Max Uplift17=-86(LC 13), 14=-711(LC 4), 10=-466(LC 6) Max Grav 17=376(LC 9), 14=4098(LC 1), 10=2088(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-2281/562, 5-6=-2281/562, 6-7=-2284/563, 7-8=-2381/570, 2-17=-275/116, 8-10=-1980/459 BOT CHORD 15-16=-619/209, 14-15=-619/209, 14-18=-619/209, 18-19=-619/209, 19-20=-619/209, 20-21=-619/209, 13-21=-619/209, 12-13=-452/2032, 12-22=-452/2032, 22-23=-452/2032, 11-23=-452/2032 WEBS 3-16=-461/112, 4-16=-68/694, 4-14=-2768/574, 4-13=-782/3394, 6-13=-674/160, 7-13=-77/405, 7-11=-174/401, 8-11=-466/2025 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 14=711, 10=466. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 901 lb down and 120 lb up at 13-4-8, 253 lb down and 92 lb up at 15-2-4, 253 lb down and 92 lb up at 17-2-4, 253 lb down and 92 lb up at 19-2-4, 253 lb down and 92 lb up at 21-2-4, 253 lb down and 92 lb up at 23-2-4, 253 lb down and 92 lb up at 25-2-4, and 253 lb down and 92 lb up at 27-2-4, and 370 lb down and 188 lb up at 29-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.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. August 28,2018 Job B18802518 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 6 HAMLET Job Reference (optional) I34484762 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:04:59 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-pn?KTCLxRXAbwxQcbwWRbWgo?pyUfEY7OSyjeqyjMjo LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-7=-80, 7-8=-80, 8-9=-80, 10-17=-20 Concentrated Loads (lb) Vert: 11=-253 12=-253 18=-901(F) 19=-253 20=-253 21=-253 22=-253 23=-253 24=-370(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 B18802518 Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 6 HAMLET Job Reference (optional) I34484763 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:05:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-HzZihYMZCqISY5?p9e1g8jDssDHCOhXGd6hGAGyjMjn Scale = 1:39.5 1 2 3 4 5 6 10 9 8 7 11 12 5x8 4x6 3x4 3x4 3x8 5x6 5x6 3x12 6-0-0 6-0-0 7-3-0 1-3-0 13-3-0 6-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 7-3-0 1-3-0 13-3-0 6-0-0 14-5-8 1-2-8 2-2-45-0-95-2-42-2-45-0-96.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-4-0,0-1-15], [5:0-3-0,0-1-12], [9:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.86 0.52 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 0.00 0.04 (loc) 9-10 9-10 7 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-11 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=1379/0-3-8, 7=1379/0-3-8 Max Horz 10=-77(LC 3) Max Uplift10=-341(LC 5), 7=-341(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1352/378, 3-4=-1112/363, 4-5=-1359/381, 2-10=-1230/326, 5-7=-1235/328 BOT CHORD 8-9=-273/1106 WEBS 3-9=-118/306, 4-8=-146/451, 2-9=-261/1035, 5-8=-265/1044 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=341, 7=341. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 370 lb down and 188 lb up at 4-0-12, 253 lb down and 92 lb up at 6-0-12, and 253 lb down and 92 lb up at 7-2-4, and 370 lb down and 188 lb up at 9-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-4=-80, 4-5=-80, 5-6=-80, 7-10=-20 Concentrated Loads (lb) Vert: 9=-253 8=-253 11=-370(F) 12=-370(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. August 28,2018 Job B18802518 Truss TG03 Truss Type Half Hip Girder Qty 3 Ply 1 6 HAMLET Job Reference (optional) I34484764 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:05:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-HzZihYMZCqISY5?p9e1g8jD07DOJOn?Gd6hGAGyjMjn Scale = 1:34.1 1 2 3 4 7 6 5 2x4 4x6 2x4 3x4 4x8 3x6 4-0-0 4-0-0 6-0-0 2-0-0 -1-2-8 1-2-8 4-0-0 4-0-0 6-0-0 2-0-0 2-2-44-2-46.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.07 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=390/Mechanical, 7=462/0-3-8 Max Horz 7=118(LC 5) Max Uplift5=-176(LC 5), 7=-81(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-416/97 WEBS 3-5=-346/179 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; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=176. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 129 lb down and 86 lb up at 4-0-0 on top chord, and 87 lb down and 136 lb up at 4-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-4=-80, 5-7=-20 Concentrated Loads (lb) Vert: 6=-43(F) 3=-129(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. August 28,2018 Job B18802518 Truss V01 Truss Type Valley Qty 1 Ply 1 6 HAMLET Job Reference (optional) I34484765 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Aug 28 09:05:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-HzZihYMZCqISY5?p9e1g8jDxgDMROpRGd6hGAGyjMjn Scale = 1:15.5 1 2 3 2x4 2x4 2x4 4-0-8 4-0-8 0-0-42-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.25 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 4-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=163/4-0-0, 3=163/4-0-0 Max Horz 1=52(LC 5) Max Uplift1=-5(LC 6), 3=-18(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. August 28,2018 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.