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Home My WebLink AboutI32189131.313_West_clayRe: 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: I32189131 thru I32189174 My license renewal date for the state of Indiana is July 31, 2018. 313_West_clay 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: 313 West Clay 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. January 19,2018 Job 313_WEST_CLAY Truss GE01 Truss Type GABLE Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189131 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-P8t1x8om43mAV0mrsDPzVO?3nN690prlFr?SzKzu407 Scale = 1:40.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 2x4 3x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-0-0 11-0-0 12-0-0 1-0-0 5-5-00-10-05.00 12 Plate Offsets (X,Y)-- [10:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 8 8 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 8-10: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-0-0. (lb) - Max Horz 17=-173(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 17, 16, 15, 14, 13, 11 Max Grav All reactions 250 lb or less at joint(s) 17, 10, 16, 15, 14, 13, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 16, 15, 14, 13, 11. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss GE02 Truss Type GABLE Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189132 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-tKRP9UpOrNu16AL1QxwC1cXCdmS0lFvuTVl0Vmzu406 Scale = 1:87.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 3x4 3x4 5x6 4x6 5x6 3x4 3x4 3x6 31-6-8 31-6-8 -1-0-0 1-0-0 15-9-4 15-9-4 31-6-8 15-9-4 32-6-8 1-0-0 1-1-011-7-31-1-08.00 12 Plate Offsets (X,Y)-- [5:0-2-12,0-3-4], [25:0-2-12,0-3-4], [43:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.12 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 29 29 30 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 640 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 15-42,14-44,16-41: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 15-42, 14-44, 13-45, 12-46, 16-41, 17-40, 18-39 REACTIONS.All bearings 31-6-8. (lb) - Max Horz 55=275(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 45, 46, 47, 48, 49, 50, 51, 52, 53, 40, 39, 38, 37, 36, 35, 34, 33, 32 except 55=-213(LC 4), 30=-123(LC 5), 54=-223(LC 5), 31=-160(LC 4) Max Grav All reactions 250 lb or less at joint(s) 30, 42, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31 except 55=295(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-18/258, 14-15=-21/264, 15-16=-21/264, 16-17=-18/258 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 45, 46, 47, 48, 49, 50, 51, 52, 53, 40, 39, 38, 37, 36, 35, 34, 33, 32 except (jt=lb) 55=213, 30=123, 54=223, 31=160. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss GE03 Truss Type GABLE l l Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189133 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-EHEICBtXfvWKDxE?DUWNkfFzEn_mQNTddnSnAzzu401 Scale = 1:100.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 5x8 5x8 3x6 3x6 3x6 3x6 3x6 3x8 3x4 3x8 3x6 4x6 3x6 3x4 6x6 5x8 5x6 8-3-8 8-3-8 16-4-8 8-1-0 27-6-8 11-2-0 31-3-0 3-8-8 35-7-8 4-4-8 43-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 21-11-8 5-7-0 27-6-8 5-7-0 35-7-8 8-1-0 43-11-0 8-3-8 44-11-0 1-0-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [5:0-4-12,0-2-0], [7:0-4-12,0-2-0], [10:0-3-8,Edge], [13:0-2-8,0-2-0], [17:0-2-8,0-1-8], [20:0-1-8,0-1-8], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.79 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.68 0.05 (loc) 18-19 18-19 12 l/defl >999 >551 n/a L/d 240 180 n/a PLATES MT20 Weight: 1160 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 4-21,8-13,2-21,10-13: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 35-36,49-50,51-52: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-11 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 6-19, 6-18, 8-13, 10-13 REACTIONS.All bearings 12-8-0 except (jt=length) 22=0-3-8. (lb) - Max Horz 22=284(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 22, 12, 16 except 14=-184(LC 2) Max Grav All reactions 250 lb or less at joint(s) 16, 16, 15 except 22=1477(LC 1), 13=1792(LC 1), 12=405(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1891/167, 3-4=-1735/195, 4-5=-1444/250, 5-6=-1089/261, 6-7=-772/243, 7-8=-1068/229, 2-22=-1386/193, 10-12=-325/143 BOT CHORD 21-22=-271/518, 20-21=-155/1460, 19-20=-155/1460, 18-19=-99/992, 12-13=-59/396 WEBS 4-19=-480/176, 5-19=0/394, 6-19=-41/272, 6-18=-609/180, 8-18=-74/931, 8-13=-1567/182, 2-21=0/948, 10-13=-365/117 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 12, 16 except (jt=lb) 14=184. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss GE05 Truss Type GABLE Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189134 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-EHEICBtXfvWKDxE?DUWNkfFxgn5QQWzddnSnAzzu401 Scale = 1:60.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5x12 7x16 MT18HS 5x12 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-11-0 17-11-0 -1-0-0 1-0-0 8-11-8 8-11-8 17-11-0 8-11-8 18-11-0 1-0-0 1-1-07-0-111-1-08.00 12 Plate Offsets (X,Y)-- [6:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.72 0.36 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 0.05 0.01 (loc) 5 5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 MT18HS Weight: 249 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-11-0. (lb) - Max Horz 21=-168(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 19, 8 except 21=-139(LC 4), 6=-138(LC 5), 20=-353(LC 5), 7=-351(LC 4) Max Grav All reactions 250 lb or less at joint(s) 13, 14, 15, 16, 17, 19, 12, 11, 10, 9, 8 except 21=659(LC 1), 6=659(LC 1), 20=253(LC 4), 7=251(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-597/188, 2-3=-631/177, 3-4=-631/177, 4-6=-597/188 BOT CHORD 20-21=-30/406, 19-20=-30/406, 18-19=-30/406, 17-18=-30/406, 16-17=-30/406, 15-16=-30/406, 14-15=-30/406, 13-14=-30/406, 12-13=-30/406, 11-12=-30/406, 10-11=-30/406, 9-10=-30/406, 8-9=-30/406, 7-8=-30/406, 6-7=-30/406 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 21 = 12%, joint 6 = 12% 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 8 except (jt=lb) 21=139, 6=138, 20=353, 7=351. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss GE06 Truss Type GABLE Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189135 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-AgM3dtunBXn2SFNNKvYrq4KNBbqNuOSw55xuFszu40? Scale = 1:93.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 56 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 7473 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 3x4 3x4 3x6 3x6 5x6 3x6 5x6 3x6 43-11-0 43-11-0 -1-0-0 1-0-0 16-4-8 16-4-8 27-6-8 11-2-0 43-11-0 16-4-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [16:0-3-0,0-0-2], [25:0-4-4,0-2-4], [35:0-2-12,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.33 0.14 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 1 1 39 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 1120 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 38-39: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 25-52,24-53,23-54,22-55,21-56,20-57,19-58,18-59,17-60,15-62,26-50: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 16-25. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 25-52, 24-53, 23-54, 22-55, 21-56, 20-57, 19-58, 18-59, 17-60, 15-62, 14-63, 13-64, 12-65, 26-50, 27-49, 28-48 REACTIONS.All bearings 43-11-0. (lb) - Max Horz 74=292(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 39, 53, 54, 55, 56, 57, 58, 59, 60, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41 except 74=-297(LC 4), 73=-301(LC 5), 40=-122(LC 7) Max Grav All reactions 250 lb or less at joint(s) 39, 52, 53, 54, 55, 56, 57, 58, 59, 60, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40 except 74=396(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-291/233, 14-15=-27/275, 15-16=-29/264, 16-17=-7/252, 17-18=-7/252, 18-19=-7/252, 19-20=-7/252, 20-21=-7/252, 21-22=-7/252, 22-23=-7/252, 23-24=-7/252, 24-25=-7/252, 25-26=-32/282, 26-27=-29/262 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 39, 53, 54, 55, 56, 57, 58, 59, 60, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41 except (jt=lb) 74=297, 73=301, 40=122. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss GE07 Truss Type GABLE Qty 2 Ply 1 313 West Clay Job Reference (optional) I32189136 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-eswRqDvPyqvu4Pyauc44MItcT?BBdtM3JlhRnIzu40_ Scale = 1:18.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 3x8 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 4-0-0 4-0-0 0-10-02-6-05.00 12 Plate Offsets (X,Y)-- [7:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 4-5: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=173/4-0-0, 5=24/4-0-0, 6=172/4-0-0 Max Horz 7=76(LC 5) Max Uplift7=-32(LC 6), 5=-2(LC 5), 6=-34(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5, 6. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss J01 Truss Type Jack-Open Qty 13 Ply 1 313 West Clay Job Reference (optional) I32189137 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-eswRqDvPyqvu4Pyauc44MItaX?A_dtj3JlhRnIzu40_ Scale = 1:18.5 1 2 5 3 4 3x8 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-10-02-6-02-1-92-6-05.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.23 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=231/0-3-8, 3=100/Mechanical, 4=41/Mechanical Max Horz 5=79(LC 6) Max Uplift5=-34(LC 6), 3=-41(LC 6) Max Grav 5=231(LC 1), 3=100(LC 1), 4=71(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss J02 Truss Type Jack-Open Qty 4 Ply 1 313 West Clay Job Reference (optional) I32189138 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-eswRqDvPyqvu4Pyauc44MItcS?BNdtj3JlhRnIzu40_ Scale = 1:13.5 1 2 5 3 43x8 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-10-01-8-01-3-91-8-05.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=164/0-3-8, 3=38/Mechanical, 4=15/Mechanical Max Horz 5=54(LC 6) Max Uplift5=-35(LC 6), 3=-18(LC 6) Max Grav 5=164(LC 1), 3=38(LC 1), 4=33(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss J03 Truss Type Jack-Open Qty 4 Ply 1 313 West Clay Job Reference (optional) I32189139 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-63Up2Zw1j81liZXmSKbJvVPmZOXJMKzDYPQ_Ikzu4?z Scale = 1:13.2 1 2 5 3 4 3x8 2-8-7 2-8-7 -1-5-0 1-5-0 2-8-7 2-8-7 0-10-01-7-90-4-11-3-71-7-93.54 12 Plate Offsets (X,Y)-- [5:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=223/0-4-9, 3=51/Mechanical, 4=19/Mechanical Max Horz 5=52(LC 6) Max Uplift5=-62(LC 4), 3=-17(LC 6) Max Grav 5=223(LC 1), 3=51(LC 1), 4=45(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss J04 Truss Type Jack-Open Qty 2 Ply 1 313 West Clay Job Reference (optional) I32189140 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-63Up2Zw1j81liZXmSKbJvVPiaOVSMKzDYPQ_Ikzu4?z Scale = 1:31.3 1 2 5 3 43x4 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-3-04-7-04-1-34-7-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=231/0-3-8, 3=100/Mechanical, 4=42/Mechanical Max Horz 5=155(LC 6) Max Uplift3=-79(LC 6), 4=-4(LC 6) Max Grav 5=231(LC 1), 3=100(LC 1), 4=73(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss J05 Truss Type Jack-Open Qty 2 Ply 1 313 West Clay Job Reference (optional) I32189141 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-63Up2Zw1j81liZXmSKbJvVPmOOXBMKzDYPQ_Ikzu4?z Scale = 1:18.2 1 2 5 3 42x4 3x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=164/0-3-8, 3=37/Mechanical, 4=15/Mechanical Max Horz 5=84(LC 6) Max Uplift5=-11(LC 6), 3=-31(LC 6), 4=-6(LC 6) Max Grav 5=164(LC 1), 3=37(LC 1), 4=34(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss J06 Truss Type Jack-Open Qty 2 Ply 1 313 West Clay Job Reference (optional) I32189142 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-aF2BFvxfUS9cJj6y016YRjyw0otR5nCMn3AYrBzu4?y Scale = 1:17.7 1 2 5 3 4 2x4 3x4 2-1-6 2-1-6 -1-7-3 1-7-3 2-1-6 2-1-6 1-3-02-4-36.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.23 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=229/0-4-11, 3=18/Mechanical, 4=10/Mechanical Max Horz 5=86(LC 6) Max Uplift5=-46(LC 6), 3=-18(LC 7), 4=-4(LC 6) Max Grav 5=229(LC 1), 3=18(LC 1), 4=33(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss M01 Truss Type Monopitch Qty 15 Ply 1 313 West Clay Job Reference (optional) I32189143 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-aF2BFvxfUS9cJj6y016YRjywUotK5nCMn3AYrBzu4?y Scale = 1:18.5 1 2 3 5 4 2x4 2x4 3x8 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-10-02-6-05.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=139/Mechanical, 5=229/0-3-8 Max Horz 5=76(LC 5) Max Uplift4=-18(LC 6), 5=-43(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss M02 Truss Type Monopitch Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189144 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-aF2BFvxfUS9cJj6y016YRjywtos75nCMn3AYrBzu4?y Scale = 1:18.5 1 2 4 3 3x8 2x4 2x4 4-0-0 4-0-0 4-0-0 4-0-0 0-10-02-6-05.00 12 Plate Offsets (X,Y)-- [1:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 1-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=150/Mechanical, 4=150/0-3-8 Max Horz 4=69(LC 5) Max Uplift3=-22(LC 6), 4=-4(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss PB01 Truss Type GABLE Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189145 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-3RcZSFxIFlHTxsh8Zldn_wU7vCDpqE_W?jv5Ndzu4?x Scale = 1:29.8 2 3 4 5 6 10 9 8 1 7 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-2-0 11-2-0 5-7-0 5-7-0 11-2-0 5-7-0 3-8-110-1-40-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-2-0. (lb) - Max Horz 1=82(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 10, 8. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss PB02 Truss Type GABLE Qty 23 Ply 1 313 West Clay Job Reference (optional) I32189146 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-3RcZSFxIFlHTxsh8Zldn_wU4eCCjqDSW?jv5Ndzu4?x Scale = 1:29.8 2 3 4 6 1 5 4x6 3x4 3x4 2x4 11-2-0 11-2-0 5-7-0 5-7-0 11-2-0 5-7-0 3-8-110-1-40-1-88.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-1-8], [4:0-1-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.30 0.11 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-2-0. (lb) - Max Horz 1=82(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 1=-284(LC 10), 5=-284(LC 11), 2=-128(LC 6), 4=-116(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 2=546(LC 10), 4=546(LC 11), 6=327(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 284 lb uplift at joint 1, 284 lb uplift at joint 5, 128 lb uplift at joint 2 and 116 lb uplift at joint 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss PBE01 Truss Type GABLE Qty 2 Ply 1 313 West Clay Job Reference (optional) I32189147 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-Xe9xgayw03PKZ0GL7S80X81FOcYyZgifEMffv3zu4?w Scale = 1:29.8 2 3 4 6 1 5 4x6 3x4 3x4 2x4 11-2-0 11-2-0 5-7-0 5-7-0 11-2-0 5-7-0 3-8-110-1-40-1-88.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-1-8], [4:0-1-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.30 0.11 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-2-0. (lb) - Max Horz 1=82(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 1=-284(LC 10), 5=-284(LC 11), 2=-128(LC 6), 4=-116(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 2=546(LC 10), 4=546(LC 11), 6=327(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 284 lb uplift at joint 1, 284 lb uplift at joint 5, 128 lb uplift at joint 2 and 116 lb uplift at joint 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss T01 Truss Type Hip Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189148 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-Xe9xgayw03PKZ0GL7S80X817?cORZZofEMffv3zu4?w Scale = 1:55.0 1 2 3 4 5 6 7 8 9 1011 16 15 14 13 12 4x6 3x6 4x6 5x8 4x6 4x6 3x8 MT18HS3x6 3x4 3x4 3x4 3x6 5x8 4x6 4x6 3x8 MT18HS 6-0-0 6-0-0 15-5-8 9-5-8 24-11-0 9-5-8 30-11-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-3-11 6-3-11 18-7-5 6-3-11 24-11-0 6-3-11 30-11-0 6-0-0 31-11-0 1-0-0 0-10-03-4-00-10-03-4-05.00 12 Plate Offsets (X,Y)-- [2:0-6-3,Edge], [10:0-6-3,Edge], [12:0-2-8,0-1-8], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.78 0.72 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.63 0.15 (loc) 14 14-16 10 l/defl >999 >584 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 135 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 3-4-1, Right 2x6 SP No.1 3-4-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins, except 2-0-0 oc purlins (3-3-15 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-12 REACTIONS.(lb/size)2=1297/0-3-8, 10=1297/0-3-8 Max Horz 2=26(LC 6) Max Uplift2=-76(LC 4), 10=-76(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2319/222, 3-4=-2230/240, 4-5=-2024/247, 5-6=-3151/314, 6-7=-2024/247, 7-8=-2024/247, 8-9=-2230/240, 9-10=-2318/221 BOT CHORD 2-16=-150/2002, 15-16=-278/3046, 14-15=-278/3046, 13-14=-278/3046, 12-13=-278/3046, 10-12=-150/2002 WEBS 4-16=0/670, 5-16=-1216/145, 5-14=0/287, 6-14=0/288, 6-12=-1216/145, 8-12=0/670 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 2 and 76 lb uplift at joint 10. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss T02 Truss Type Hip Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189149 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-?qjKtwzYnNXBAArXhAfF3LaKh0m8I4doT0OCRWzu4?v Scale = 1:55.0 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x8 4x8 5x8 4x6 4x6 3x6 2x4 3x8 2x4 2x4 5x8 4x6 4x6 3x6 8-0-0 8-0-0 15-5-8 7-5-8 22-11-0 7-5-8 30-11-0 8-0-0 -1-0-0 1-0-0 8-0-0 8-0-0 15-5-8 7-5-8 22-11-0 7-5-8 30-11-0 8-0-0 31-11-0 1-0-0 0-10-04-2-00-10-04-2-05.00 12 Plate Offsets (X,Y)-- [2:0-6-3,Edge], [4:0-4-8,0-2-0], [6:0-4-8,0-2-0], [8:0-6-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.65 0.63 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.38 0.11 (loc) 12-14 12-14 8 l/defl >999 >989 n/a L/d 240 180 n/a PLATES MT20 Weight: 140 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 4-5-1, Right 2x6 SP No.1 4-5-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, except 2-0-0 oc purlins (3-4-13 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1297/0-3-8, 8=1297/0-3-8 Max Horz 2=33(LC 6) Max Uplift2=-58(LC 4), 8=-58(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2245/240, 3-4=-2156/262, 4-5=-2556/321, 5-6=-2556/321, 6-7=-2156/262, 7-8=-2244/240 BOT CHORD 2-14=-152/1954, 13-14=-150/1958, 12-13=-150/1958, 11-12=-150/1958, 10-11=-150/1958, 8-10=-152/1954 WEBS 4-14=0/305, 4-12=-71/808, 5-12=-500/147, 6-12=-71/808, 6-10=0/305 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 2 and 58 lb uplift at joint 8. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss T03 Truss Type Hip Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189150 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-?qjKtwzYnNXBAArXhAfF3LaO80lSI2AoT0OCRWzu4?v Scale = 1:55.0 1 2 3 4 5 6 7 8 9 1011 14 13 12 4x8 4x8 6x8 4x6 3x6 3x8 2x4 3x4 3x8 2x4 6x8 4x6 10-0-0 10-0-0 20-11-0 10-11-0 30-11-0 10-0-0 -1-0-0 1-0-0 5-1-4 5-1-4 10-0-0 4-10-12 15-5-8 5-5-8 20-11-0 5-5-8 25-9-12 4-10-12 30-11-0 5-1-4 31-11-0 1-0-0 0-10-05-0-00-10-05-0-05.00 12 Plate Offsets (X,Y)-- [2:0-6-3,Edge], [5:0-4-0,0-1-13], [7:0-4-0,0-1-13], [10:0-6-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.43 0.67 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.62 0.11 (loc) 12-14 12-14 10 l/defl >999 >596 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 2-9-6, Right 2x6 SP No.1 2-9-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except 2-0-0 oc purlins (4-5-7 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1297/0-3-8, 10=1297/0-3-8 Max Horz 2=41(LC 6) Max Uplift2=-68(LC 6), 10=-68(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2238/281, 3-4=-2162/303, 4-5=-2030/253, 5-6=-1853/261, 6-7=-1853/261, 7-8=-2030/253, 8-9=-2162/303, 9-10=-2238/281 BOT CHORD 2-14=-208/1931, 13-14=-161/2024, 12-13=-161/2024, 10-12=-208/1931 WEBS 5-14=0/458, 6-14=-344/85, 6-12=-344/85, 7-12=0/458 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 2 and 68 lb uplift at joint 10. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss T04 Truss Type Hip Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189151 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-T0Hi5G_AYgf2oKQjFtAUcZ6ZiP2P1NGyig8l_yzu4?u Scale = 1:55.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 4x8 4x8 2x4 3x6 3x6 3x6 3x8 3x4 3x6 3x8 3x4 3x12 4-1-0 4-1-0 4-2-12 0-1-12 12-0-0 7-9-4 18-11-0 6-11-0 30-11-0 12-0-0 -1-0-0 1-0-0 6-1-4 6-1-4 12-0-0 5-10-12 18-11-0 6-11-0 24-9-12 5-10-12 30-11-0 6-1-4 31-11-0 1-0-0 0-10-05-10-00-10-05-10-05.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-13], [5:0-4-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.44 0.82 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.78 0.05 (loc) 9-10 9-10 9 l/defl >999 >409 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-14,7-9: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-2 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.(lb/size)13=1482/0-3-8, 9=1102/0-3-8 Max Horz 13=59(LC 6) Max Uplift13=-168(LC 6), 9=-86(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-276/496, 3-4=-1143/133, 4-5=-995/149, 5-6=-1411/171, 6-7=-961/0, 7-9=-549/91 BOT CHORD 12-13=0/398, 11-12=0/1248, 10-11=0/1248, 9-10=-120/1506 WEBS 3-13=-1466/374, 3-12=-71/670, 5-12=-384/50, 5-10=0/436, 6-10=-296/158, 2-13=-512/407, 6-9=-910/308 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 13 and 86 lb uplift at joint 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss T05 Truss Type Hip Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189152 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-T0Hi5G_AYgf2oKQjFtAUcZ6ZeP5j1Oqyig8l_yzu4?u Scale = 1:61.6 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x6 4x6 4x8 3x6 2x4 3x6 3x6 3x6 4x8 3x4 3x6 3x6 3x8 3x4 3x12 4-1-0 4-1-0 4-2-12 0-1-12 14-0-0 9-9-4 16-11-0 2-11-0 23-9-12 6-10-12 30-11-0 7-1-4 -1-0-0 1-0-0 7-1-4 7-1-4 14-0-0 6-10-12 16-11-0 2-11-0 23-9-12 6-10-12 30-11-0 7-1-4 31-11-0 1-0-0 0-10-06-8-00-10-06-8-05.00 12 Plate Offsets (X,Y)-- [6:0-4-8,0-2-0], [9:0-5-5,0-1-8], [12:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.45 0.61 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.46 0.04 (loc) 15-16 15-16 11 l/defl >999 >695 n/a L/d 240 180 n/a PLATES MT20 Weight: 143 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-17,9-11: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-2 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. REACTIONS.(lb/size)16=1480/0-3-8, 11=1104/0-3-8 Max Horz 16=67(LC 6) Max Uplift16=-178(LC 6), 11=-94(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-296/422, 3-4=-267/504, 4-5=-1158/157, 5-6=-991/176, 6-7=-1230/187, 7-8=-1626/203, 8-9=-1769/187, 9-11=-1026/202 BOT CHORD 15-16=0/635, 14-15=0/1064, 13-14=0/1064, 12-13=-81/1557, 11-12=-36/557 WEBS 4-16=-1568/433, 4-15=-4/396, 6-15=-280/76, 6-13=-31/316, 7-13=-567/130, 2-16=-547/485, 9-12=-46/1004 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 lb uplift at joint 16 and 94 lb uplift at joint 11. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss T06 Truss Type Common Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189153 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-xDr4Ic_oI_nvQU?woaij8mfi3pSPmvA5wKtJWOzu4?t Scale = 1:59.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x6 4x8 3x6 8x8 3x6 3x8 3x6 3x4 3x6 3x4 3x8 3x6 4-1-0 4-1-0 4-2-12 0-1-12 13-0-11 8-9-15 21-10-9 8-9-15 30-11-0 9-0-7 -1-0-0 1-0-0 7-10-0 7-10-0 15-5-8 7-7-8 23-1-0 7-7-8 30-11-0 7-10-0 31-11-0 1-0-0 0-10-07-3-50-10-05.00 12 Plate Offsets (X,Y)-- [8:0-0-10,0-1-8], [15:0-3-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.53 0.51 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.27 0.05 (loc) 13-14 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-15,8-10: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-10 REACTIONS.(lb/size)14=1479/0-3-8, 10=1105/0-3-8 Max Horz 14=73(LC 6) Max Uplift14=-184(LC 6), 10=-99(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-287/458, 3-4=-268/546, 4-5=-1133/163, 5-6=-1617/274, 6-7=-757/142, 7-8=-854/124, 8-10=-602/183 BOT CHORD 14-15=-158/264, 13-14=-1/753, 12-13=0/955, 11-12=0/955, 10-11=-92/1522 WEBS 4-14=-1671/433, 4-13=0/302, 5-11=-105/714, 6-11=-378/192, 2-14=-695/510, 6-10=-913/83 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint 14 and 99 lb uplift at joint 10. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss T07 Truss Type Roof Special Qty 2 Ply 1 313 West Clay Job Reference (optional) I32189154 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-xDr4Ic_oI_nvQU?woaij8mfePpR5my35wKtJWOzu4?t Scale = 1:39.4 1 2 3 4 6 5 5x6 3x6 3x6 8x8 11-0-0 11-0-0 5-6-0 5-6-0 11-0-0 5-6-0 12-0-0 1-0-0 5-5-00-10-05.00 12 Plate Offsets (X,Y)-- [3:Edge,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.83 0.60 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.66 0.01 (loc) 5-6 5-6 5 l/defl >482 >195 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 3-5: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=426/Mechanical, 5=502/0-3-8 Max Horz 6=-173(LC 4) Max Uplift6=-54(LC 7), 5=-56(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-778/0, 3-5=-404/95 BOT CHORD 5-6=-36/427 WEBS 2-6=-438/205, 2-5=0/536 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 6 and 56 lb uplift at joint 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss T08 Truss Type Common Qty 5 Ply 1 313 West Clay Job Reference (optional) I32189155 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-xDr4Ic_oI_nvQU?woaij8mfg4pR8msQ5wKtJWOzu4?t Scale = 1:87.2 1 2 3 4 5 6 7 89 14 13 12 11 10 3x6 4x8 3x6 3x6 3x4 3x4 3x4 3x4 4x6 5x8 4x6 5x8 10-7-0 10-7-0 20-11-8 10-4-8 31-6-8 10-7-0 -1-0-0 1-0-0 7-11-14 7-11-14 15-9-4 7-9-6 23-6-10 7-9-6 31-6-8 7-11-14 32-6-8 1-0-0 1-1-011-7-31-1-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [8:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.66 0.59 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.40 0.06 (loc) 10-11 11-13 10 l/defl >999 >944 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 6-11,4-13,4-14,6-10: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-10 REACTIONS.(lb/size)14=1319/0-3-8, 10=1319/0-3-8 Max Horz 14=-274(LC 4) Max Uplift14=-88(LC 6), 10=-88(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-801/138, 3-4=-666/165, 4-5=-1467/253, 5-6=-1467/253, 6-7=-666/165, 7-8=-801/137, 2-14=-677/182, 8-10=-677/182 BOT CHORD 13-14=-68/1245, 12-13=0/882, 11-12=0/882, 10-11=0/1245 WEBS 5-11=-93/591, 6-11=-361/229, 5-13=-93/591, 4-13=-361/229, 4-14=-870/12, 6-10=-870/12 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 14 and 88 lb uplift at joint 10. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss T09 Truss Type Piggyback Base Qty 13 Ply 1 313 West Clay Job Reference (optional) I32189156 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-PPPSWy?Q3Ivm1eZ6MIDyhzCrpDkoVOTF9_ds2qzu4?s Scale = 1:100.7 12 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x6 5x8 5x8 3x6 3x6 3x6 3x6 3x8 3x8 3x4 3x8 3x6 3x8 6x6 3x6 6x6 3x6 8-3-8 8-3-8 16-4-8 8-1-0 27-6-8 11-2-0 35-7-8 8-1-0 43-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 21-11-8 5-7-0 27-6-8 5-7-0 35-7-8 8-1-0 43-11-0 8-3-8 44-11-0 1-0-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [5:0-4-12,0-2-0], [7:0-4-12,0-2-0], [13:0-2-8,0-1-8], [18:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.66 0.82 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.76 0.10 (loc) 15-16 15-16 12 l/defl >999 >693 n/a L/d 240 180 n/a PLATES MT20 Weight: 270 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 4-18,8-13,2-18,10-13: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-9 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-16, 6-15, 8-15 REACTIONS.(lb/size)19=1814/0-3-8, 12=1814/0-3-8 Max Horz 19=284(LC 5) Max Uplift19=-90(LC 6), 12=-90(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2413/197, 3-4=-2258/225, 4-5=-2005/283, 5-6=-1560/289, 6-7=-1560/289, 7-8=-2005/283, 8-9=-2258/225, 9-10=-2413/197, 2-19=-1720/212, 10-12=-1720/212 BOT CHORD 18-19=-268/555, 17-18=-115/1894, 16-17=-115/1894, 15-16=-41/1619, 14-15=-32/1894, 13-14=-32/1894, 12-13=-58/555 WEBS 4-16=-448/177, 5-16=-2/630, 6-16=-310/215, 6-15=-310/215, 7-15=-2/630, 8-15=-448/176, 2-18=0/1347, 10-13=0/1347 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 16%, joint 10 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 19 and 90 lb uplift at joint 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss T10 Truss Type Common Qty 5 Ply 1 313 West Clay Job Reference (optional) I32189157 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-PPPSWy?Q3Ivm1eZ6MIDyhzCreDp2VUwF9_ds2qzu4?s Scale = 1:57.1 1 2 3 4 5 9 8 7 6 7x16 MT18HS 5x12 3x6 2x4 5x12 8-11-8 8-11-8 17-11-0 8-11-8 -1-0-0 1-0-0 8-11-8 8-11-8 17-11-0 8-11-8 18-11-0 1-0-0 1-1-07-0-111-1-08.00 12 Plate Offsets (X,Y)-- [6:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.67 0.49 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.12 -0.20 0.02 (loc) 7-9 7-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 70 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 3-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=774/0-3-8, 6=774/0-3-8 Max Horz 9=-168(LC 4) Max Uplift9=-64(LC 6), 6=-64(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-784/106, 3-4=-784/106, 2-9=-684/146, 4-6=-684/146 BOT CHORD 8-9=0/533, 7-8=0/533, 6-7=0/533 WEBS 3-7=0/360 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 9 and 64 lb uplift at joint 6. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss T11 Truss Type Piggyback Base Qty 9 Ply 1 313 West Clay Job Reference (optional) I32189158 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-tbzqjI02qb1dfn8Iw?kBEBk0Md42DreOOeMPaHzu4?r Scale = 1:93.1 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x6 5x8 5x8 3x6 3x6 3x6 3x6 3x8 3x8 3x4 3x8 3x6 3x8 4x10 3x6 4x10 3x6 8-3-8 8-3-8 16-4-8 8-1-0 27-6-8 11-2-0 35-7-8 8-1-0 43-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 21-11-8 5-7-0 27-6-8 5-7-0 35-7-8 8-1-0 43-11-0 8-3-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [5:0-4-12,0-2-0], [7:0-4-12,0-2-0], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.61 0.82 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.75 0.10 (loc) 14-15 14-15 11 l/defl >999 >698 n/a L/d 240 180 n/a PLATES MT20 Weight: 270 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 4-17,8-12,2-17,10-12: 2x3 SPF No.2, 2-18,10-11: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-10 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-15, 6-14, 8-14 REACTIONS.(lb/size)18=1813/0-3-8, 11=1737/Mechanical Max Horz 18=294(LC 5) Max Uplift18=-93(LC 6), 11=-54(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2384/196, 3-4=-2143/224, 4-5=-1990/281, 5-6=-1548/288, 6-7=-1549/288, 7-8=-1992/282, 8-9=-2148/224, 9-10=-2390/197, 2-18=-1720/215, 10-11=-1644/175 BOT CHORD 17-18=-276/519, 16-17=-126/1870, 15-16=-126/1870, 14-15=-52/1608, 13-14=-65/1875, 12-13=-65/1875, 11-12=-86/562 WEBS 4-15=-432/176, 5-15=-0/624, 6-15=-310/214, 6-14=-308/215, 7-14=-1/624, 8-14=-437/176, 2-17=0/1360, 10-12=0/1321 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 18 and 54 lb uplift at joint 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss T12 Truss Type Common Qty 3 Ply 1 313 West Clay Job Reference (optional) I32189159 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-tbzqjI02qb1dfn8Iw?kBEBk_EdCYDxsOOeMPaHzu4?r Scale = 1:39.7 1 2 3 4 5 8 7 6 4x6 3x12 3x12 2x4 5-11-8 5-11-8 11-11-0 5-11-8 -1-0-0 1-0-0 5-11-8 5-11-8 11-11-0 5-11-8 12-11-0 1-0-0 1-1-05-0-111-1-08.00 12 Plate Offsets (X,Y)-- [6:0-6-2,0-1-8], [8:0-6-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.74 0.28 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 3-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=534/0-3-8, 6=534/0-3-8 Max Horz 8=-122(LC 4) Max Uplift8=-54(LC 6), 6=-54(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-476/81, 3-4=-476/81, 2-8=-459/120, 4-6=-459/120 BOT CHORD 7-8=0/312, 6-7=0/312 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 8 and 54 lb uplift at joint 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss T13 Truss Type Half Hip Qty 2 Ply 1 313 West Clay Job Reference (optional) I32189160 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-LnXDwe1hbv9UHxjVUjFQmOHIs1cCyPaYcI6z7jzu4?q Scale = 1:26.1 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 4x6 3x6 3-0-0 3-0-0 4-0-0 1-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 4-0-0 1-0-0 1-3-03-9-010.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.06 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=139/Mechanical, 7=229/0-3-8 Max Horz 7=115(LC 5) Max Uplift5=-48(LC 5), 7=-25(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 5 and 25 lb uplift at joint 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss T14 Truss Type Hip Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189161 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-LnXDwe1hbv9UHxjVUjFQmOHAX1Z7yO1YcI6z7jzu4?q Scale = 1:29.1 1 2 3 4 5 6 10 9 8 7 4x6 4x8 8x8 8x8 3x8 3x4 6-0-0 6-0-0 6-10-8 0-10-8 12-10-8 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 6-10-8 0-10-8 12-10-8 6-0-0 13-10-8 1-0-0 0-10-03-4-00-10-03-4-05.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-13], [7:Edge,0-6-4], [10:Edge,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.65 0.26 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-10,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=572/0-3-8, 7=572/0-3-8 Max Horz 10=-36(LC 7) Max Uplift10=-60(LC 6), 7=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-680/128, 3-4=-566/148, 4-5=-679/128, 2-10=-507/167, 5-7=-508/166 BOT CHORD 9-10=-36/346, 8-9=-15/563, 7-8=-30/345 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 10 and 60 lb uplift at joint 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss T15 Truss Type Common Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189162 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-LnXDwe1hbv9UHxjVUjFQmOHDX1XkyO0YcI6z7jzu4?q Scale = 1:26.7 1 2 3 6 5 4 4x10 4x6 4x10 2x4 6-5-4 6-5-4 12-10-8 6-5-4 6-5-4 6-5-4 12-10-8 6-5-4 0-10-03-6-30-10-05.00 12 Plate Offsets (X,Y)-- [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.45 0.34 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 0.01 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=503/0-3-8, 4=503/0-3-8 Max Horz 6=-25(LC 7) Max Uplift6=-25(LC 6), 4=-25(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-679/140, 2-3=-679/140, 1-6=-428/122, 3-4=-428/122 BOT CHORD 5-6=-52/557, 4-5=-52/557 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 6 and 25 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss T16 Truss Type Common Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189163 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-q_5b8_2JMDHLu5Ih1QmfJcqOHQtzhrGhryrWf9zu4?p Scale = 1:26.7 1 2 3 6 5 4 4x10 4x6 4x10 2x4 6-5-4 6-5-4 12-10-8 6-5-4 6-5-4 6-5-4 12-10-8 6-5-4 0-10-03-6-30-10-05.00 12 Plate Offsets (X,Y)-- [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.45 0.34 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 0.01 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=503/0-3-8, 4=503/0-3-8 Max Horz 6=-25(LC 7) Max Uplift6=-25(LC 6), 4=-25(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-679/140, 2-3=-679/140, 1-6=-428/122, 3-4=-428/122 BOT CHORD 5-6=-52/557, 4-5=-52/557 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 6 and 25 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss T18 Truss Type Piggyback Base Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189164 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-IAezLK2x7WPBWFttb8HurpMYVq8dQEIq4cb4Bczu4?o Scale = 1:104.2 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x6 5x8 5x8 3x6 3x6 3x6 3x6 3x4 3x8 3x4 3x8 3x6 3x4 5x8 3x6 5x8 3x6 8-3-8 8-3-8 16-4-8 8-1-0 27-6-8 11-2-0 35-7-8 8-1-0 43-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 21-11-8 5-7-0 27-6-8 5-7-0 35-7-8 8-1-0 43-11-0 8-3-8 44-11-0 1-0-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-12,0-2-0], [7:0-4-12,0-2-0], [10:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.64 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.56 0.02 (loc) 15-16 15-16 12 l/defl >581 >233 n/a L/d 240 180 n/a PLATES MT20 Weight: 270 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 4-18,8-13,2-18,10-13: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 5-16, 6-16, 6-15, 7-15, 8-15, 2-18, 10-13 REACTIONS.All bearings 43-11-0. (lb) - Max Horz 19=-284(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 19, 18, 16, 15, 12 Max Grav All reactions 250 lb or less at joint(s) except 19=492(LC 1), 18=468(LC 1), 16=867(LC 10), 15=867(LC 11), 13=468(LC 1), 12=492(LC 1), 12=492(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-362/79, 9-10=-362/78, 2-19=-410/136, 10-12=-410/137 BOT CHORD 18-19=-272/409, 17-18=-156/252, 16-17=-156/252, 12-13=-58/405 WEBS 4-18=-291/82, 5-16=-400/109, 7-15=-400/70, 8-13=-291/78 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 18, 16, 15, 12. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189165 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-IAezLK2x7WPBWFttb8HurpMSbq3eQ6Pq4cb4Bczu4?o Scale = 1:55.0 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 4x8 3x6 4x8 6x16 4x8 5x10 MT18HS4x6 3x8 3x6 3x8 4x6 6x16 4x8 5x10 MT18HS 4-0-0 4-0-0 15-5-8 11-5-8 26-11-0 11-5-8 30-11-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 11-7-11 7-7-11 19-3-5 7-7-11 26-11-0 7-7-11 30-11-0 4-0-0 31-11-0 1-0-0 0-10-02-6-00-10-02-6-05.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-15], [4:0-4-0,0-1-13], [8:0-4-0,0-1-13], [10:0-0-0,0-2-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.93 0.96 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -1.03 0.18 (loc) 14 12-14 10 l/defl >937 >360 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 161 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 5-16,7-12: 2x4 SP No.1 SLIDER Left 2x4 SPF-S Stud 2-2-4, Right 2x4 SPF-S Stud 2-2-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except 2-0-0 oc purlins (2-5-12 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 9-0-4 oc bracing. WEBS 1 Row at midpt 5-16, 7-12 REACTIONS.(lb/size)2=1819/0-3-8, 10=1819/0-3-8 Max Horz 2=19(LC 13) Max Uplift2=-204(LC 3), 10=-204(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3412/309, 3-4=-3371/336, 4-17=-3112/322, 17-18=-3112/322, 18-19=-3112/322, 5-19=-3111/322, 5-20=-6300/598, 20-21=-6300/598, 21-22=-6300/598, 6-22=-6300/598, 6-7=-6300/598, 7-23=-3111/322, 23-24=-3112/322, 24-25=-3112/322, 8-25=-3112/322, 8-9=-3371/336, 9-10=-3412/309 BOT CHORD 2-26=-282/3041, 16-26=-282/3041, 16-27=-742/5979, 27-28=-742/5979, 28-29=-742/5979, 29-30=-742/5979, 15-30=-742/5979, 15-31=-742/5979, 14-31=-742/5979, 14-32=-741/5979, 13-32=-741/5979, 13-33=-741/5979, 33-34=-741/5979, 34-35=-741/5979, 35-36=-741/5979, 12-36=-741/5979, 12-37=-280/3041, 10-37=-280/3041 WEBS 4-16=0/1035, 5-16=-3017/482, 5-14=0/681, 7-14=0/681, 7-12=-3017/482, 8-12=0/1035 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=204, 10=204. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 39 lb up at 4-0-0, 40 lb down and 39 lb up at 5-5-8, 40 lb down and 39 lb up at 7-5-8, 40 lb down and 39 lb up at 9-5-8, 40 lb down and 39 lb up at 11-5-8, 40 lb down and 39 lb up at 13-5-8, 40 lb down and 39 lb up at 15-5-8, 40 lb down and 39 lb up at 17-5-8, 40 lb down and 39 lb up at 19-5-8, 40 lb down and 39 lb up at 21-5-8, 40 lb down and 39 lb up at 23-5-8, and 40 lb down and 39 lb up at 25-5-8, and 59 lb down and 39 lb up at 26-11-0 on top chord, and 124 lb down and 28 lb up at 2-0-12, 31 lb down at 4-0-12, 31 lb down at 5-5-8, 31 lb down at 7-5-8, 31 lb down at 9-5-8, 31 lb down at 11-5-8, 31 lb down at 13-5-8, 31 lb down at 15-5-8, 31 lb down at 17-5-8, 31 lb down at 19-5-8, 31 lb down at 21-5-8, 31 lb down at 23-5-8, 31 lb down at 25-5-8, and 31 lb down at 26-10-4, and 124 lb down and 28 lb up at 28-10-4 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). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189165 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:51 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-IAezLK2x7WPBWFttb8HurpMSbq3eQ6Pq4cb4Bczu4?o LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-8=-60, 8-11=-60, 2-10=-20 Concentrated Loads (lb) Vert: 4=-40(B) 8=-40(B) 16=-21(B) 5=-40(B) 14=-21(B) 7=-40(B) 12=-21(B) 17=-40(B) 18=-40(B) 19=-40(B) 20=-40(B) 21=-40(B) 22=-40(B) 23=-40(B) 24=-40(B) 25=-40(B) 26=-124(B) 27=-21(B) 28=-21(B) 29=-21(B) 30=-21(B) 31=-21(B) 32=-21(B) 33=-21(B) 34=-21(B) 35=-21(B) 36=-21(B) 37=-124(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 313_WEST_CLAY Truss TG02 Truss Type Half Hip Girder Qty 4 Ply 1 313 West Clay Job Reference (optional) I32189166 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-mMCLZf3ZuqX28PS39ro7O1vqnEdL9lL_JGKdj2zu4?n Scale = 1:13.3 1 2 3 4 5 7 6 2x4 4x6 3x6 3x4 2x4 4x8 2-0-0 2-0-0 4-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 4-0-0 2-0-0 0-10-01-8-05.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-1-12], [4:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.03 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-5-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=144/Mechanical, 2=220/0-3-8 Max Horz 2=42(LC 4) Max Uplift6=-16(LC 10), 2=-42(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 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) 6, 2. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 22 lb up at 2-0-0 on top chord, and 4 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 7=4(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss TG03 Truss Type Common Girder Qty 1 Ply 2 313 West Clay Job Reference (optional) I32189167 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-mMCLZf3ZuqX28PS39ro7O1viCEW59cw_JGKdj2zu4?n Scale = 1:54.0 1 2 3 4 5 6 7 13 12 11 10 9 8141516171819 4x6 5x8 6x8 10x10 3x12 6x6 3x12 6x6 5x8 4x8 4x8 4-7-8 4-7-8 8-11-8 4-4-0 13-3-8 4-4-0 17-11-0 4-7-8 -1-0-0 1-0-0 4-7-8 4-7-8 8-11-8 4-4-0 13-3-8 4-4-0 17-11-0 4-7-8 18-11-0 1-0-0 1-1-07-0-111-1-08.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-12], [6:0-2-4,0-1-12], [9:0-3-0,0-3-12], [10:0-5-0,0-5-12], [11:0-3-0,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.49 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.03 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 267 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-10,2-11,6-9: 2x4 SP No.1, 2-13,6-8: 2x10 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=8397/0-3-8, 8=8600/0-3-8 (req. 0-3-9) Max Horz 13=165(LC 4) Max Uplift13=-365(LC 5), 8=-371(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8444/347, 3-4=-6637/327, 4-5=-6637/327, 5-6=-8404/345, 2-13=-5664/290, 6-8=-5633/287 BOT CHORD 13-14=-214/3139, 12-14=-214/3139, 11-12=-214/3139, 11-15=-257/6944, 15-16=-257/6944, 10-16=-257/6944, 10-17=-212/6911, 9-17=-212/6911, 9-18=-103/3148, 18-19=-103/3148, 8-19=-103/3148 WEBS 4-10=-275/6970, 5-10=-1888/150, 5-9=-64/2041, 3-10=-1931/152, 3-11=-66/2092, 2-11=-108/3883, 6-9=-112/3840 NOTES-(9-10) 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, 2x10 - 4 rows staggered at 0-2-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) WARNING: Required bearing size at joint(s) 8 greater than input bearing size. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=365, 8=371. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1718 lb down and 66 lb up at 1-0-12, 1717 lb down and 66 lb up at 3-0-12, 1717 lb down and 66 lb up at 5-0-12, 1717 lb down and 66 lb up at 7-0-12, 1717 lb down and 66 lb up at 9-0-12, 1717 lb down and 66 lb up at 11-0-12, 1717 lb down and 66 lb up at 13-0-12, and 1717 lb down and 66 lb up at 15-0-12, and 1720 lb down and 64 lb up at 17-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss TG03 Truss Type Common Girder Qty 1 Ply 2 313 West Clay Job Reference (optional) I32189167 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:52 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-mMCLZf3ZuqX28PS39ro7O1viCEW59cw_JGKdj2zu4?n LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 12=-1717(B) 10=-1717(B) 9=-1717(B) 14=-1718(B) 15=-1717(B) 16=-1717(B) 17=-1717(B) 18=-1717(B) 19=-1720(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 313_WEST_CLAY Truss TG04 Truss Type Hip Girder Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189168 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-EZmjm?4Bf8fvlZ1GjZKMxESqTewUuAh7Xw4AGUzu4?m Scale = 1:35.7 1 2 3 4 5 6 10 9 8 7 11 12 13 14 4x8 4x6 10x10 10x10 4x6 4x8 5-3-0 5-3-0 6-8-0 1-5-0 11-11-0 5-3-0 -1-0-0 1-0-0 5-3-0 5-3-0 6-8-0 1-5-0 11-11-0 5-3-0 12-11-0 1-0-0 1-1-04-7-01-1-04-7-08.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-0], [4:0-3-12,0-2-0], [7:Edge,0-8-2], [10:Edge,0-8-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.78 0.23 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.00 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=830/0-3-8, 7=829/0-3-8 Max Horz 10=-109(LC 3) Max Uplift10=-256(LC 5), 7=-255(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-802/278, 3-4=-605/263, 4-5=-805/279, 2-10=-669/233, 5-7=-669/232 BOT CHORD 10-11=-173/325, 11-12=-173/325, 9-12=-173/325, 8-9=-199/594, 8-13=-88/324, 13-14=-88/324, 7-14=-88/324 WEBS 4-8=-107/255, 2-9=-154/289, 5-8=-161/293 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=256, 7=255. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down and 78 lb up at 5-3-0, and 58 lb down and 78 lb up at 6-8-0 on top chord, and 115 lb down and 60 lb up at 2-0-12, 119 lb down and 60 lb up at 4-0-12, 33 lb down and 16 lb up at 5-3-12, 33 lb down and 16 lb up at 6-7-4, and 119 lb down and 60 lb up at 7-10-4, and 115 lb down and 60 lb up at 9-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 7-10=-20 Concentrated Loads (lb) Vert: 3=-40(F) 4=-40(F) 9=-22(F) 8=-22(F) 11=-115(F) 12=-119(F) 13=-119(F) 14=-115(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss TG05 Truss Type Half Hip Girder Qty 2 Ply 1 313 West Clay Job Reference (optional) I32189169 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-EZmjm?4Bf8fvlZ1GjZKMxES?_ezduCY7Xw4AGUzu4?m Scale = 1:17.9 1 2 3 4 7 6 5 8 9 4x8 2x4 4x6 2x4 3x4 3x6 1-4-13 1-4-13 4-0-0 2-7-3 -1-0-0 1-0-0 1-4-13 1-4-13 4-0-0 2-7-3 1-3-02-5-010.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.03 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=135/Mechanical, 7=224/0-3-8 Max Horz 7=73(LC 4) Max Uplift5=-47(LC 4), 7=-59(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 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) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 5 lb up at 1-4-13, and 37 lb down and 26 lb up at 2-0-12 on top chord, and 13 lb up at 1-4-13, and 3 lb down and 16 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=6(B) 9=1(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss TG06 Truss Type Hip Girder Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189170 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-ilK6_L5pQRomNicSGGrbTS_8F2GNdeuHmapkoxzu4?l Scale = 1:24.8 1 2 3 4 5 6 7 8 10 911 12 4x8 4x6 5x6 3x4 5x6 3x4 2x4 3x4 4-0-0 4-0-0 8-10-8 4-10-8 12-10-8 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 8-10-8 4-10-8 12-10-8 4-0-0 13-10-8 1-0-0 0-10-02-6-00-10-02-6-05.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-2-11], [4:0-5-4,0-2-0], [7:0-1-8,0-2-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.25 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.01 (loc) 9 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-2-4, Right 2x4 SPF-S Stud 2-2-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=699/0-3-8, 7=699/0-3-8 Max Horz 2=-19(LC 6) Max Uplift2=-74(LC 5), 7=-74(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-961/56, 3-4=-866/71, 4-5=-821/72, 5-6=-862/70, 6-7=-958/55 BOT CHORD 2-11=-34/816, 10-11=-34/816, 9-10=-31/825, 9-12=-31/813, 7-12=-31/813 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 28 lb up at 2-0-12, and 124 lb down and 28 lb up at 10-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-8=-60, 2-7=-20 Concentrated Loads (lb) Vert: 11=-124(B) 12=-124(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss V01 Truss Type GABLE Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189171 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-ilK6_L5pQRomNicSGGrbTS_962I1de4Hmapkoxzu4?l Scale = 1:36.9 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 14-0-7 14-0-7 7-0-3 7-0-3 14-0-7 7-0-3 0-0-44-8-20-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.08 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-0-7. (lb) - Max Horz 1=-101(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=266(LC 1), 8=301(LC 10), 6=301(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss V02 Truss Type GABLE Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189172 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-AxuUBh5RBlwd?sBeqzMq0fXFfRbzM5YQ?EZHKNzu4?k Scale = 1:26.9 1 2 3 43x6 4x8 3x6 2x4 10-0-7 10-0-7 5-0-3 5-0-3 10-0-7 5-0-3 0-0-43-4-20-0-48.00 12 Plate Offsets (X,Y)-- [1:0-5-10,Edge], [3:0-0-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.48 0.29 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=172/10-0-7, 3=172/10-0-7, 4=391/10-0-7 Max Horz 1=-71(LC 4) Max Uplift1=-16(LC 6), 3=-21(LC 7), 4=-1(LC 6) Max Grav 1=173(LC 10), 3=173(LC 11), 4=391(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-264/64 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss V03 Truss Type GABLE Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189173 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-AxuUBh5RBlwd?sBeqzMq0fXJPRdEM6HQ?EZHKNzu4?k Scale = 1:18.1 1 2 3 4 2x4 3x4 2x4 2x4 6-0-7 6-0-7 3-0-3 3-0-3 6-0-7 3-0-3 0-0-42-0-20-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.15 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=114/6-0-7, 3=114/6-0-7, 4=198/6-0-7 Max Horz 1=-41(LC 4) Max Uplift1=-17(LC 6), 3=-20(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 Job 313_WEST_CLAY Truss V04 Truss Type GABLE Qty 1 Ply 1 313 West Clay Job Reference (optional) I32189174 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Jan 18 16:02:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MfwqNjJNFan14IQgsLLaF3zu4Dg-AxuUBh5RBlwd?sBeqzMq0fXIyRdzM6gQ?EZHKNzu4?k Scale: 1"=1’ 1 2 3 2x4 2x4 2x4 3-5-14 3-5-14 0-0-41-5-75.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=113/3-5-14, 3=113/3-5-14 Max Horz 1=39(LC 5) Max Uplift1=-6(LC 6), 3=-14(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 19,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)' 2012 MiTekﬁ All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.