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HomeMy WebLinkAbout75JGW - Trusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: 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). February 8,2019 Liu, Xuegang Pages or sheets covered by this seal: I36099227 thru I36099265 My license renewal date for the state of Indiana is July 31, 2020. B19900376 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: Wedgewood 75 Westvale at Jacksons Grant 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss AG01 Truss Type ATTIC Qty 1 Ply 3 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099227 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-4y6klhGrLO1mE2y7Zg?4aiZbssoDPY8OKVrzvBznAFQ Scale = 1:72.6 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 19 18 20 21 22 23 24 25 26 6x8 6x8 3x8 8x8 2x4 12x12 3x8 3x8 2x4 12x12 8x8 3x8 8x8 3x6 3x6 6x16 2x4 14-0-0 10-1-143-9-12 3-9-12 18-1-4 14-3-8 21-11-0 3-9-12 -1-2-8 1-2-8 3-9-12 3-9-12 4-6-9 0-8-13 5-7-0 1-0-7 10-11-8 5-4-8 16-4-0 5-4-8 17-4-7 1-0-7 18-1-4 0-8-13 21-11-0 3-9-12 23-1-8 1-2-8 8-2-312-10-08-2-312-10-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0], [5:0-5-8,0-3-0], [7:0-5-8,0-3-0], [10:0-3-8,0-4-0], [13:0-3-8,0-6-0], [15:0-3-8,0-6-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.14 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.16 0.01 0.03 (loc) 13-15 13-15 12 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 715 lb FT = 20% GRIP 137/130 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 5-7: 2x6 SP 2400F 2.0E BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x3 SPF No.2 *Except* 3-15,9-13,2-16,10-12: 2x4 SPF No.2, 4-8: 2x6 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 Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 10-12 JOINTS 1 Brace at Jt(s): 19 REACTIONS.(lb/size)16=9463/0-5-8, 12=9619/0-3-8 Max Horz 16=366(LC 4) Max Uplift 16=-22(LC 3), 12=-27(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3932/65, 3-4=-5470/85, 4-5=-9223/164, 5-6=-14570/243, 6-7=-14570/243, 7-8=-9416/164, 8-9=-5593/85, 9-10=-3929/65, 2-16=-8780/76, 10-12=-8774/76 BOT CHORD 15-16=-294/312, 13-15=-116/3031 WEBS 3-15=-2708/89, 4-17=-163/4484, 17-19=-161/4575, 18-19=-161/4671, 8-18=-162/4582, 9-13=-2906/90, 2-15=-137/6869, 10-13=-138/6868, 5-17=0/1076, 7-18=0/1063, 6-19=-4040/107, 7-19=-179/7084, 5-19=-180/7186 NOTES- 1) 3-ply truss to be connected together with 16d (0.131"x 3.5") nails as follows: Top chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 1 1/2x11 7/8 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 3-4, 8-9, 4-17, 17-19, 18-19, 8-18; Wall dead load (5.0psf) on member(s).3-15, 9-13 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 12. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss AG01 Truss Type ATTIC Qty 1 Ply 3 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099227 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:04 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-Y8g6z1HT6i9dsCXJ7NWJ6v6mcG8S8_OYY9aWRdznAFP NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1511 lb down and 13 lb up at 6-0-12, 1501 lb down and 13 lb up at 8-0-12, 1501 lb down and 13 lb up at 10-0-12, 1501 lb down and 13 lb up at 12-0-12, and 1501 lb down and 13 lb up at 14-0-12, and 1516 lb down and 13 lb up at 16-4-0 on top chord, and 1600 lb down and 123 lb up at 2-0-12, 1600 lb down and 123 lb up at 4-0-12, and 1600 lb down and 123 lb up at 18-0-12, and 1600 lb down and 123 lb up at 20-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-70, 4-5=-60, 5-7=-60, 7-8=-60, 8-9=-70, 9-10=-60, 10-11=-60, 15-16=-20, 13-15=-120, 12-13=-20, 4-8=-10 Drag: 3-15=-10, 9-13=-10 Concentrated Loads (lb) Vert: 7=-1501(F) 15=-1600(F) 13=-1600(F) 20=-1501(F) 21=-1501(F) 22=-1501(F) 23=-1501(F) 24=-1501(F) 25=-1600(F) 26=-1600(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss AT01 Truss Type Attic Qty 7 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099228 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-Y8g6z1HT6i9dsCXJ7NWJ6v6oEG6Q84NYY9aWRdznAFP Scale = 1:72.5 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 19 18 5x6 5x6 3x8 8x8 2x4 12x12 2x4 2x4 2x4 12x12 5x6 3x8 5x6 2x4 2x4 5x12 2x4 14-0-0 10-1-63-9-12 3-9-12 18-1-4 14-3-8 21-11-0 3-9-12 -1-2-8 1-2-8 3-9-12 3-9-12 4-4-12 0-7-0 5-7-0 1-2-3 10-11-8 5-4-8 16-4-0 5-4-8 17-6-4 1-2-3 18-1-4 0-7-0 21-11-0 3-9-12 23-1-8 1-2-8 8-2-312-10-08-2-312-10-010.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [5:0-4-4,0-2-12], [7:0-4-4,0-2-12], [10:0-2-12,0-2-0], [13:0-3-8,0-6-0], [15:0-3-8,0-6-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.27 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.21 0.00 0.03 (loc) 13-15 13-15 12 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 224 lb FT = 20% GRIP 137/130 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x3 SPF No.2 *Except* 3-15,4-8,9-13,2-16,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. WEBS 1 Row at midpt 3-15, 9-13, 2-16, 10-12 JOINTS 1 Brace at Jt(s): 19 REACTIONS.(lb/size)16=1838/0-5-8, 12=1838/0-3-8 Max Horz 16=366(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-966/93, 3-4=-842/131, 4-5=-759/183, 5-6=-1240/317, 6-7=-1240/317, 7-8=-759/183, 8-9=-842/131, 9-10=-966/93, 2-16=-2159/0, 10-12=-2159/0 BOT CHORD 15-16=-293/311, 13-15=-63/681 WEBS 4-17=-302/44, 17-19=-297/45, 18-19=-297/45, 8-18=-302/44, 2-15=-18/1542, 10-13=-18/1542, 6-19=-303/135, 7-19=-251/697, 5-19=-251/697 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 8-9, 4-17, 17-19, 18-19, 8-18; Wall dead load (5.0psf) on member(s).3-15, 9-13 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Attic room checked for L/360 deflection. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss GE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099229 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-0LEUANI5t?HUUM6Wh51Yf7e2QgWAtfPhnoK3_3znAFO Scale = 1:27.4 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 9-9-8 9-9-8 1-4-34-7-64.00 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 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.13 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.00 0.00 (loc) 1 1 11 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 9-9-8. (lb) - Max Horz 18=97(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 13, 14, 15, 16, 17 Max Grav All reactions 250 lb or less at joint(s) 18, 11, 12, 13, 14, 15, 16, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 12, 13, 14, 15, 16, 17. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss GE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099230 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-zjMEb2JMPdXCjgGuoW30kYkNjUBvLYT_F6pA2yznAFM Scale = 1:70.2 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 30 31 32 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 4342 41 40 39 38 37 36 35 34 33 3x6 3x6 5x6 3x6 3x4 3x6 5x6 35-11-0 35-11-0 -1-2-8 1-2-8 18-4-10 18-4-10 35-11-0 17-6-6 37-1-8 1-2-8 0-8-311-4-141-2-37.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-4], [42:0-0-0,0-1-12], [43:0-1-12,0-0-0], [52:0-2-6,0-1-8], [62:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.09 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.01 0.00 (loc) 32 32 33 32 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 251 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 31-33: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 17-47,16-48,15-49,14-50,18-46,19-45,20-44: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 17-47, 16-48, 15-49, 14-50, 18-46, 19-45, 20-44 REACTIONS.All bearings 35-11-0. (lb) - Max Horz 62=271(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 33, 48, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 45, 44, 43, 41, 40, 39, 38, 37, 36, 35, 34 except 62=-186(LC 4), 61=-131(LC 5) Max Grav All reactions 250 lb or less at joint(s) 62, 33, 47, 48, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 61, 46, 45, 44, 43, 41, 40, 39, 38, 37, 36, 35, 34 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-264/229, 14-15=-36/252, 15-16=-18/277, 16-17=-19/279, 17-18=-15/279, 18-19=-13/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 48, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 45, 44, 43, 41, 40, 39, 38, 37, 36, 35, 34 except (jt=lb) 62=186, 61=131. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss GE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099231 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-v6T?0kLcxEnvzzQHww5UpzpYRHehpLwHiQIH7qznAFK Scale = 1:76.5 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 1348495051 3x6 5x6 3x6 6x8 3x6 3x8 MT18HS 3x4 2x4 3x6 4x8 3x6 3x4 3x6 2x4 2x4 3x8 MT18HS 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 9-3-9 9-3-9 18-4-10 9-1-1 27-5-11 9-1-1 34-3-8 6-9-13 34-5-4 0-1-12 35-11-0 1-5-12 -1-2-8 1-2-8 6-0-0 6-0-0 12-3-15 6-3-15 18-4-10 6-0-11 24-5-6 6-0-11 30-9-5 6-3-15 34-5-4 3-7-15 35-11-0 1-5-12 0-8-311-4-141-2-37.00 12 Plate Offsets (X,Y)-- [21:0-1-7,0-0-12], [22:0-0-7,0-0-0], [22:0-1-0,0-1-8], [23:0-1-14,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.90 0.97 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.31 -0.55 0.10 0.07 (loc) 17-19 17-19 14 17-19 l/defl >999 >752 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 172 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-17: 2x4 SPF No.2 12-13,11-14,20-21,21-22,22-23,23-24,24-25: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-17, 8-17, 10-14 REACTIONS.(lb/size)2=1613/0-3-8, 14=1673/0-3-8 Max Horz 2=273(LC 5) Max Uplift 2=-105(LC 6), 14=-65(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2442/187, 4-6=-2250/199, 6-7=-1595/224, 7-8=-1594/224, 8-10=-1879/182 BOT CHORD 2-19=-147/2026, 17-19=-48/1699, 15-17=0/1529, 14-15=-45/1344 WEBS 6-19=-1/477, 6-17=-667/174, 7-17=-114/1175, 8-17=-428/167, 10-15=0/309, 10-14=-1939/112 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 2=105. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss GE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099232 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-NI1ND4MEiYvma7?TUedjMAMuHhBzXrPQx41qfHznAFJ Scale = 1:51.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-7-0 15-7-0 -1-2-8 1-2-8 7-9-8 7-9-8 15-7-0 7-9-8 16-9-8 1-2-8 1-6-38-0-21-6-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.25 0.13 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 95 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 15-7-0. (lb) - Max Horz 28=-196(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-193(LC 4), 16=-174(LC 5), 27=-179(LC 5), 17=-165(LC 4) Max Grav All reactions 250 lb or less at joint(s) 28, 16, 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-22=-254/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=193, 16=174, 27=179, 17=165. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss GE05 Truss Type GABLE Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099233 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-Jh97emNUD99UqR8sb3fBRbRADVrI?iMjOOWxj9znAFH Scale = 1:80.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 19 18 5x6 5x6 3x8 8x8 2x4 12x12 2x4 2x4 2x4 12x12 5x6 3x8 5x6 2x4 2x4 5x12 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 3x6 2x4 2x4 2x4 3x6 2x4 2x4 2x4 3x6 2x4 2x4 14-0-0 10-1-63-9-12 3-9-12 18-1-4 14-3-8 21-11-0 3-9-12 -1-2-8 1-2-8 3-9-12 3-9-12 4-4-12 0-7-0 5-7-0 1-2-3 10-11-8 5-4-8 16-4-0 5-4-8 17-6-4 1-2-3 18-1-4 0-7-0 21-11-0 3-9-12 23-1-8 1-2-8 8-2-312-10-08-2-312-10-010.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [5:0-4-4,0-2-12], [7:0-4-4,0-2-12], [10:0-2-12,0-2-0], [13:0-3-8,0-6-0], [15:0-3-8,0-6-0], [24:0-3-0,0-1-4], [31:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.27 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.21 0.00 0.03 (loc) 13-15 13-15 12 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 260 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x3 SPF No.2 *Except* 3-15,4-8,9-13,2-16,10-12: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. WEBS 1 Row at midpt 3-15, 9-13, 2-16, 10-12 JOINTS 1 Brace at Jt(s): 19 REACTIONS.(lb/size)16=1838/0-5-8, 12=1838/0-3-8 Max Horz 16=366(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-966/93, 3-4=-842/131, 4-5=-759/183, 5-6=-1240/317, 6-7=-1240/317, 7-8=-759/183, 8-9=-842/131, 9-10=-966/93, 2-16=-2159/0, 10-12=-2159/0 BOT CHORD 15-16=-293/311, 13-15=-63/681 WEBS 4-17=-302/44, 17-19=-297/45, 18-19=-297/45, 8-18=-302/44, 2-15=-18/1542, 10-13=-18/1542, 6-19=-303/135, 7-19=-251/697, 5-19=-251/697 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 3-4, 8-9, 4-17, 17-19, 18-19, 8-18; Wall dead load (5.0psf) on member(s).3-15, 9-13 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Attic room checked for L/360 deflection. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss GE06 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099234 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-Jh97emNUD99UqR8sb3fBRbREhVt_?qdjOOWxj9znAFH Scale = 1:11.1 1 2 3 4 2x4 2x4 2x4 3-11-8 3-11-8 -1-2-8 1-2-8 3-11-8 3-11-8 0-4-31-8-01-4-80-3-81-8-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.20 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.00 0.00 (loc) 2-4 2-4 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=243/0-3-8, 4=132/0-1-8 Max Horz 2=50(LC 5) Max Uplift 2=-60(LC 4), 4=-8(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss GE07 Truss Type GABLE Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099235 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-F4Hu3SPllmPC3lIEjUhfW0WcOIbUTj90si?2o2znAFF Scale = 1:67.3 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 4x6 3x6 3x4 5x6 4x10 5x6 5x6 4x10 3x6 34-7-0 34-7-0 -1-2-8 1-2-8 17-3-8 17-3-8 34-7-0 17-3-8 35-9-8 1-2-8 0-8-310-9-40-8-37.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-0-3], [10:0-3-0,0-3-0], [20:0-3-0,0-3-0], [28:0-2-4,0-2-11], [41:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.12 0.03 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 0.00 (loc) 29 29 28 29 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 230 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 15-42,14-43,13-45,16-41,17-40: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-4-4, Right 2x4 SPF-S Stud 1-4-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-42, 14-43, 13-45, 16-41, 17-40 REACTIONS.All bearings 34-7-0. (lb) - Max Horz 2=244(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 43, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30, 28 Max Grav All reactions 250 lb or less at joint(s) 2, 42, 43, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30, 28 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/173 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 43, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30, 28. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss GE08 Truss Type GABLE Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099236 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-kGrGGoPNW4X3hutRGBCu3E3leiwfCBl94MlbKUznAFE Scale = 1:35.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 2x4 2x4 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-0-0 20-0-0 -1-2-8 1-2-8 10-0-0 10-0-0 20-0-0 10-0-0 1-4-34-8-31-4-34.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.03 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 1 1 19 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 86 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 20-0-0. (lb) - Max Horz 36=50(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 36, 19, 28, 30, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20 Max Grav All reactions 250 lb or less at joint(s) 36, 19, 27, 28, 30, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 19, 28, 30, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss M01 Truss Type Monopitch Qty 3 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099237 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-CSOeU7Q?HOgwI2Sdqvj7bRbp36C4xcqJJ0U9twznAFD Scale = 1:27.9 1 2 3 4 6 5 2x4 3x4 3x6 2x4 3x8 9-9-8 9-9-8 -1-2-8 1-2-8 4-10-12 4-10-12 9-9-8 4-10-12 1-4-34-7-64.00 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 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.62 0.28 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.41 0.00 -0.00 (loc) 5-6 5-6 5 5-6 l/defl >698 >280 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=251/0-3-8, 6=312/0-5-8 Max Horz 6=90(LC 6) Max Uplift 5=-40(LC 6), 6=-33(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss M02 Truss Type Monopitch Qty 5 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099238 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-CSOeU7Q?HOgwI2Sdqvj7bRbvg6EwxecJJ0U9twznAFD Scale = 1:11.1 1 2 3 4 2x4 2x4 2x4 3-11-8 3-11-8 -1-2-8 1-2-8 3-11-8 3-11-8 0-4-31-8-01-4-80-3-81-8-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.20 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.00 0.00 (loc) 2-4 2-4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=243/0-3-8, 4=132/0-1-8 Max Horz 2=56(LC 4) Max Uplift 2=-56(LC 4), 4=-11(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099239 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-gfy0hTRd2honwC1pOcFM8f8y4WTDg5sSYgEiPNznAFC Scale = 1:23.5 1 2 3 4567 4x10 3x4 3x4 3x6 3x8 7-9-0 7-9-0 7-9-0 7-9-0 0-11-74-0-44.75 12 Plate Offsets (X,Y)-- [1:0-4-4,0-4-7] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.73 0.60 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.35 0.00 0.10 (loc) 1-4 1-4 4 1-4 l/defl >666 >264 n/a >917 L/d 360 240 n/a 240 PLATES MT20 Weight: 78 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 4-0-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=1411/0-5-8, 4=1494/Mechanical Max Horz 1=120(LC 4) Max Uplift 1=-90(LC 5), 4=-121(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-258/31 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 4=121. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 766 lb down and 53 lb up at 1-11-4, and 766 lb down and 53 lb up at 3-11-4, and 766 lb down and 53 lb up at 5-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 5=-766(B) 6=-766(B) 7=-766(B) February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss PB01 Truss Type GABLE Qty 8 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099240 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-gfy0hTRd2honwC1pOcFM8f84BWZAg4XSYgEiPNznAFC Scale = 1:27.4 1 2 3 4 5 6 4x6 3x6 3x6 2x4 10-9-1 10-9-1 5-4-8 5-4-8 10-9-1 5-4-8 0-4-134-4-40-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-10], [4:0-6-0,0-0-10] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.22 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 0.00 -0.01 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=231/9-5-15, 4=231/9-5-15, 6=342/9-5-15 Max Horz 2=94(LC 5) Max Uplift 2=-33(LC 6), 4=-40(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099241 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-8rWPvpSFp?weYMc?yJmbgshIQvyIPYcbnKzFxpznAFB Scale = 1:27.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-9-1 10-9-1 5-4-8 5-4-8 10-9-1 5-4-8 0-4-134-4-40-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [8:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.05 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 8 9 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-5-15. (lb) - Max Horz 2=94(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 14, 11, 10. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss T01 Truss Type HALF HIP Qty 22 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099242 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-c14n69TtaJ2V9WBCV1HqD4DKvJEg8rHl?_jpTFznAFA Scale = 1:41.9 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 2x4 2x4 6x10 3x6 3x4 5x6 3x6 4x10 6x16 2x4 3x8 2x4 3x8 2x4 5x12 3x8 3x4 5-1-0 5-1-0 9-11-8 4-10-8 12-10-6 2-10-14 15-10-8 3-0-2 18-10-10 3-0-2 22-3-8 3-4-14 -1-2-8 1-2-8 5-1-0 5-1-0 9-11-8 4-10-8 12-10-6 2-10-14 15-10-8 3-0-2 18-10-10 3-0-2 22-3-8 3-4-14 1-4-34-7-31-11-144-8-01-11-141-0-04.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [9:0-4-8,0-4-0], [10:Edge,0-2-8], [18:0-2-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.28 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.38 0.03 0.12 (loc) 13-14 13-14 19 13-14 l/defl >999 >686 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 125 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-9: 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 3-5,5-13,7-13,7-11,9-11: 2x4 SPF No.2, 5-16: 2x4 SPF 2100F 1.8E 2-17: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-6 max.): 5-14, 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)17=950/0-5-8, 19=1227/0-3-8 Max Horz 17=154(LC 6) Max Uplift 17=-69(LC 4), 19=-106(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1539/165, 5-6=-4025/562, 6-7=-4025/562, 7-8=-2179/282, 8-9=-2179/282, 2-17=-900/145 BOT CHORD 14-16=-559/3867, 13-14=-568/3897, 12-13=-472/3525, 11-12=-472/3525, 10-11=-34/259 WEBS 3-16=-34/598, 3-5=-1440/229, 5-16=-2561/313, 5-13=-31/260, 6-13=-303/70, 7-13=-101/562, 7-11=-1509/213, 8-11=-336/69, 9-11=-279/2154, 2-16=-107/1327, 9-19=-1300/166 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-2-8 to 21-10-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 19=106. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss T01 Truss Type HALF HIP Qty 22 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099242 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:19 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-c14n69TtaJ2V9WBCV1HqD4DKvJEg8rHl?_jpTFznAFA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-40, 2-4=-40, 5-9=-110, 10-17=-13 Concentrated Loads (lb) Vert: 5=-120 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss T02 Truss Type COMMON Qty 7 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099243 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-4De9KVTVLcAMngmO3ko3mHmRQjPBtGIuEeSM0hznAF9 Scale = 1:74.2 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 1323242526 3x6 5x6 3x6 6x8 3x8 3x8 MT18HS3x4 2x4 3x6 4x8 3x6 3x4 3x6 4x8 3x6 3x8 MT18HS 9-3-9 9-3-9 18-4-10 9-1-1 27-5-11 9-1-1 35-11-0 8-5-5 -1-2-8 1-2-8 6-0-0 6-0-0 12-3-15 6-3-15 18-4-10 6-0-11 24-5-6 6-0-11 30-9-5 6-3-15 35-11-0 5-1-11 37-1-8 1-2-8 0-8-311-4-141-2-37.00 12 Plate Offsets (X,Y)-- [2:0-4-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.85 0.97 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.37 -0.67 0.13 0.08 (loc) 16-18 16-18 13 16-18 l/defl >999 >644 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 147 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-16: 2x4 SPF No.2, 11-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-16, 8-16, 10-13 REACTIONS.(lb/size)2=1674/0-3-8, 13=1693/0-3-8 Max Horz 2=263(LC 5) Max Uplift 2=-106(LC 6), 13=-105(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2555/192, 4-6=-2364/205, 6-7=-1711/231, 7-8=-1710/231, 8-10=-2216/198, 10-11=-327/65, 11-13=-364/106 BOT CHORD 2-18=-134/2120, 16-18=-36/1799, 14-16=0/1726, 13-14=-41/1835 WEBS 6-18=0/477, 6-16=-668/173, 7-16=-120/1291, 8-16=-566/169, 8-14=0/329, 10-13=-2055/120 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=106, 13=105. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss T03 Truss Type COMMON Qty 2 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099244 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-4De9KVTVLcAMngmO3ko3mHmS9jPCtGIuEeSM0hznAF9 Scale = 1:73.4 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 1222232425 3x6 5x6 3x6 6x8 3x6 3x8 MT18HS3x4 2x4 3x6 4x8 3x6 3x4 3x6 4x8 3x6 3x8 MT18HS 9-3-9 9-3-9 18-4-10 9-1-1 27-5-11 9-1-1 35-11-0 8-5-5 6-0-0 6-0-0 12-3-15 6-3-15 18-4-10 6-0-11 24-5-6 6-0-11 30-9-5 6-3-15 35-11-0 5-1-11 37-1-8 1-2-8 0-8-311-4-141-2-37.00 12 Plate Offsets (X,Y)-- [1:0-4-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.80 0.97 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.37 -0.66 0.13 0.08 (loc) 15-17 15-17 12 15-17 l/defl >999 >649 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 146 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-15: 2x4 SPF No.2, 10-12: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-15, 7-15, 9-12 REACTIONS.(lb/size)1=1600/0-3-8, 12=1694/0-3-8 Max Horz 1=-268(LC 4) Max Uplift 1=-67(LC 6), 12=-105(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2565/197, 3-5=-2373/209, 5-6=-1713/232, 6-7=-1712/232, 7-9=-2218/199, 9-10=-327/65, 10-12=-364/106 BOT CHORD 1-17=-140/2131, 15-17=-38/1803, 13-15=0/1728, 12-13=-42/1837 WEBS 5-17=-4/485, 5-15=-671/175, 6-15=-121/1292, 7-15=-566/169, 7-13=0/329, 9-12=-2057/121 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 12=105. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss T04 Truss Type COMMON Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099245 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-YQCXXrU86wICPpLadSJIIVJdt7lQcjT2TICwY8znAF8 Scale = 1:72.6 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 1121222324 3x6 5x6 3x6 6x8 3x6 3x8 MT18HS3x4 2x4 3x6 4x8 3x6 3x4 3x6 4x8 3x6 3x8 MT18HS 9-3-9 9-3-9 18-4-10 9-1-1 27-5-11 9-1-1 35-11-0 8-5-5 6-0-0 6-0-0 12-3-15 6-3-15 18-4-10 6-0-11 24-5-6 6-0-11 30-9-5 6-3-15 35-11-0 5-1-11 0-8-311-4-141-2-37.00 12 Plate Offsets (X,Y)-- [1:0-4-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.81 0.97 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.37 -0.66 0.13 0.08 (loc) 14-16 14-16 11 14-16 l/defl >999 >649 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 144 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-14: 2x4 SPF No.2, 10-11: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-14, 7-14, 9-11 REACTIONS.(lb/size)1=1602/Mechanical, 11=1612/Mechanical Max Horz 1=248(LC 5) Max Uplift 1=-67(LC 6), 11=-63(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2568/197, 3-5=-2375/209, 5-6=-1716/232, 6-7=-1714/232, 7-9=-2228/200, 9-10=-327/45, 10-11=-273/52 BOT CHORD 1-16=-167/2133, 14-16=-66/1805, 12-14=-27/1733, 11-12=-101/1853 WEBS 5-16=-4/485, 5-14=-671/175, 6-14=-121/1295, 7-14=-569/169, 7-12=0/338, 9-11=-2070/143 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss T05 Truss Type COMMON Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099246 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-0cmvkBVmtEQ30zvnB9qXrirntX4eL9jBhyxT4aznAF7 Scale = 1:73.4 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 1222232425 3x6 5x6 3x6 6x8 3x8 3x8 MT18HS3x4 2x4 3x6 4x8 3x6 3x4 3x6 4x8 3x6 3x8 MT18HS 9-3-9 9-3-9 18-4-10 9-1-1 27-5-11 9-1-1 35-11-0 8-5-5 -1-2-8 1-2-8 6-0-0 6-0-0 12-3-15 6-3-15 18-4-10 6-0-11 24-5-6 6-0-11 30-9-5 6-3-15 35-11-0 5-1-11 0-8-311-4-141-2-37.00 12 Plate Offsets (X,Y)-- [2:0-4-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.85 0.97 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.37 -0.67 0.13 0.09 (loc) 15-17 15-17 12 15-17 l/defl >999 >643 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 146 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-15: 2x4 SPF No.2, 11-12: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-15, 8-15, 10-12 REACTIONS.(lb/size)2=1675/0-3-8, 12=1610/Mechanical Max Horz 2=259(LC 5) Max Uplift 2=-105(LC 6), 12=-63(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2558/192, 4-6=-2367/205, 6-7=-1714/231, 7-8=-1712/230, 8-10=-2226/199, 10-11=-327/45, 11-12=-273/52 BOT CHORD 2-17=-162/2122, 15-17=-64/1801, 13-15=-26/1731, 12-13=-100/1851 WEBS 6-17=0/477, 6-15=-668/173, 7-15=-120/1293, 8-15=-569/169, 8-13=0/338, 10-12=-2068/142 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 2=105. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss T06 Truss Type Common Qty 2 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099247 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-VoKIyXWOeXYwe7UzktLmNwO43wYX4lOKwch0c0znAF6 Scale = 1:48.5 1 2 3 4 5 6 7 10 9 8 4x6 3x8 3x4 3x4 3x4 3x6 3x4 3x6 7-9-8 7-9-8 15-7-0 7-9-8 -1-2-8 1-2-8 2-8-0 2-8-0 7-9-8 5-1-8 12-11-0 5-1-8 15-7-0 2-8-0 16-9-8 1-2-8 1-6-38-0-21-6-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.38 0.48 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.18 0.01 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=693/0-5-8, 8=693/0-5-8 Max Horz 10=-196(LC 4) Max Uplift 10=-59(LC 6), 8=-59(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-527/111, 4-5=-527/111 BOT CHORD 9-10=-97/374, 8-9=0/374 WEBS 4-9=-29/333, 3-10=-600/53, 5-8=-600/53 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss T07 Truss Type COMMON Qty 3 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099248 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-VoKIyXWOeXYwe7UzktLmNwO0GwTt4bHKwch0c0znAF6 Scale = 1:35.0 1 2 3 4 5 6 10 9 8 7 4x6 3x4 3x4 3x8 3x6 3x6 3x4 3x8 3x8 10-0-0 10-0-0 20-0-0 10-0-0 -1-2-8 1-2-8 5-1-4 5-1-4 10-0-0 4-10-12 14-10-12 4-10-12 20-0-0 5-1-4 1-4-34-8-31-4-34.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.62 0.78 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.50 0.04 0.03 (loc) 7-8 7-8 7 8 l/defl >999 >476 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=872/0-5-8, 7=786/Mechanical Max Horz 10=67(LC 6) Max Uplift 10=-83(LC 6), 7=-41(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1043/149, 4-5=-1043/149, 2-10=-269/118 BOT CHORD 8-10=-162/1048, 7-8=-164/1064 WEBS 4-8=0/408, 3-10=-1052/182, 5-7=-1069/210 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss T08 Truss Type COMMON Qty 5 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099249 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-z?tg9sW0PrgnGH39Iat?w7x8SKoUp8DU9GQa9TznAF5 Scale = 1:70.5 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 1427282930 3x4 4x6 3x4 6x8 3x6 3x6 4x8 3x6 3x4 2x4 3x6 3x4 2x4 6x8 3x6 3x6 8-9-0 8-9-0 17-3-8 8-6-8 25-10-0 8-6-8 34-7-0 8-9-0 -1-2-8 1-2-8 5-10-13 5-10-13 11-7-3 5-8-5 17-3-8 5-8-5 22-11-13 5-8-5 28-8-3 5-8-5 34-7-0 5-10-13 35-9-8 1-2-8 0-8-310-9-40-8-37.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.78 0.88 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.31 -0.58 0.14 0.08 (loc) 14-16 14-16 12 16-18 l/defl >999 >720 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 137 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-16: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-16, 6-16 REACTIONS.(lb/size)2=1610/0-3-8, 12=1610/0-3-8 Max Horz 2=-237(LC 4) Max Uplift 2=-102(LC 6), 12=-102(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2437/181, 4-6=-2266/199, 6-7=-1670/220, 7-8=-1670/220, 8-10=-2266/199, 10-12=-2437/181 BOT CHORD 2-18=-123/2019, 16-18=-36/1736, 14-16=0/1736, 12-14=-55/2019 WEBS 7-16=-115/1275, 8-16=-617/161, 8-14=-6/443, 6-16=-617/161, 6-18=-6/443 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=102, 12=102. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss T10 Truss Type ROOF SPECIAL Qty 6 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099250 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-RBR2NCXeA9oetReMsIOETLTKVk7BYV_dOwA7hvznAF4 Scale = 1:75.4 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 4x8 3x4 5x12 3x6 5x6 3x6 6x8 3x6 3x6 8x8 3x4 3x6 4x8 3x6 3x4 3x6 3x8 3x6 3x6 10x16 MT18HS 2-5-0 2-5-0 3-3-2 0-10-2 10-9-14 7-6-12 18-4-10 7-6-12 27-5-11 9-1-1 35-11-0 8-5-5 2-5-0 2-5-0 3-3-2 0-10-2 10-9-14 7-6-12 18-4-10 7-6-12 24-5-6 6-0-12 30-9-5 6-3-15 35-11-0 5-1-11 1-7-010-4-1411-4-141-2-31-0-02-7-07.00 12 Plate Offsets (X,Y)-- [19:0-8-8,0-7-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.77 0.92 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.35 -0.65 0.17 0.09 (loc) 12-14 12-14 11 16 l/defl >999 >663 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 153 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-18,11-13: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-20,6-14,17-19: 2x4 SPF No.2, 3-17,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-12 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19 2-2-0 oc bracing: 11-12. WEBS 1 Row at midpt 5-14, 7-14, 9-11 REACTIONS.(lb/size)20=1571/Mechanical, 11=1587/Mechanical Max Horz 20=-252(LC 4) Max Uplift 20=-9(LC 7), 11=-65(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3231/193, 3-5=-2293/191, 5-6=-1692/225, 6-7=-1661/232, 7-9=-2192/199 BOT CHORD 19-20=-185/3531, 2-19=-198/2505, 17-18=-34/414, 16-17=-106/2052, 14-16=-48/1898, 12-14=-26/1694, 11-12=-102/1824 WEBS 2-20=-3758/220, 3-17=-3118/279, 5-16=0/347, 5-14=-749/148, 6-14=-109/1212, 7-14=-582/169, 7-12=0/357, 9-11=-2112/139, 17-19=-176/3616, 3-19=-45/1532 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss TG01 Truss Type Half Hip Girder Qty 1 Ply 3 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099251 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-NaZoouZvhm2M7lokziQiYmZkTYur0UfwrEfElnznAF2 Scale = 1:42.1 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 2x4 3x4 8x16 3x8 3x4 5x10 MT18HS 6x8 6x10 5x12 2x4 3x12 2x4 3x8 2x4 5x12 4x6 4x6 3x4 4x8 5x12 3-0-0 3-0-0 7-0-0 4-0-0 9-11-8 2-11-8 12-2-10 2-3-2 14-7-9 2-4-14 17-0-7 2-4-14 19-5-6 2-4-14 22-3-8 2-10-2 -1-2-8 1-2-8 3-0-0 3-0-0 7-0-0 4-0-0 9-11-8 2-11-8 12-2-10 2-3-2 14-7-9 2-4-14 17-0-7 2-4-14 19-5-6 2-4-14 22-3-8 2-10-2 1-4-34-6-141-11-144-8-01-11-141-0-04.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-3-4], [10:0-3-8,0-2-0], [13:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.59 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.53 0.05 0.18 (loc) 16 16 23 16 l/defl >999 >494 n/a >999 L/d 480 360 n/a 240 PLATES MT20 MT18HS Weight: 502 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP 2400F 2.0E *Except* 4-19,7-16,8-15,9-14,2-21,3-20,10-13: 2x4 SPF No.2 4-6,6-19: 2x6 SP 2400F 2.0E OTHERS 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-17, 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)21=3873/0-5-8, 23=8598/0-3-8 Max Horz 21=143(LC 6) Max Uplift 21=-320(LC 4), 23=-739(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5755/698, 3-4=-8238/1014, 4-5=-262/21, 6-17=-343/67, 6-7=-25132/3224, 7-8=-25132/3224, 8-9=-20622/2616, 9-10=-20622/2616, 10-11=-13019/1649, 12-22=-53/499, 11-22=-53/499, 2-21=-3718/491 BOT CHORD 20-21=-174/399, 19-20=-753/5384, 17-19=-2775/21534, 16-17=-2831/21939, 15-16=-3152/24835, 14-15=-3152/24835, 13-14=-1635/13019, 12-13=-264/2176 WEBS 4-19=-838/6793, 4-6=-8856/1157, 6-19=-15605/1977, 6-16=-450/3874, 7-16=-2164/297, 8-16=-69/352, 8-14=-4993/652, 9-14=-2205/296, 11-13=-1624/12849, 3-20=-1780/244, 2-20=-608/5241, 3-19=-316/2701, 10-13=-7260/942, 10-14=-1146/9010, 11-23=-9274/1170 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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 and C-C Exterior(2) -1-2-8 to 21-10-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss TG01 Truss Type Half Hip Girder Qty 1 Ply 3 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099251 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:27 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-NaZoouZvhm2M7lokziQiYmZkTYur0UfwrEfElnznAF2 NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=320, 23=739. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-40, 2-5=-40, 6-11=-975, 12-21=-13 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099252 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-rm7B?EZXS4ADkuNwXQxx4z5tgxHtlv?44tOnIEznAF1 Scale = 1:48.5 1 2 3 4 5 10 9 8 7 61112131415 4x8 4x8 4x8 3x8 3x8 10x10 3x8 6x8 3x8 6x8 4-0-8 4-0-8 7-9-8 3-9-0 11-6-8 3-9-0 15-7-0 4-0-8 4-0-8 4-0-8 7-9-8 3-9-0 11-6-8 3-9-0 15-7-0 4-0-8 1-6-38-0-21-6-310.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-8], [5:0-3-4,0-1-8], [7:0-3-8,0-4-4], [9:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.34 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.13 0.02 0.04 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 195 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-8,4-7,2-8,2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=6249/0-5-8, 6=5993/0-5-8 Max Horz 10=-190(LC 3) Max Uplift 10=-293(LC 5), 6=-276(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5876/313, 2-3=-4562/312, 3-4=-4562/312, 4-5=-5927/312, 1-10=-5117/258, 5-6=-5174/258 BOT CHORD 9-10=-196/369, 8-9=-253/4447, 7-8=-177/4487, 6-7=-20/330 WEBS 3-8=-327/5520, 4-8=-1601/173, 4-7=-81/1911, 2-8=-1540/173, 2-9=-81/1832, 1-9=-169/4272, 5-7=-171/4355 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=293, 6=276. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1567 lb down and 77 lb up at 1-6-12, 1567 lb down and 77 lb up at 3-6-12, 1567 lb down and 77 lb up at 5-6-12, 1567 lb down and 77 lb up at 7-6-12, 1567 lb down and 77 lb up at 9-6-12, and 1592 lb down and 75 lb up at 11-6-12, and 1590 lb down and 75 lb up at 13-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099252 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:28 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-rm7B?EZXS4ADkuNwXQxx4z5tgxHtlv?44tOnIEznAF1 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 8=-1567(B) 7=-1592(B) 11=-1567(B) 12=-1567(B) 13=-1567(B) 14=-1567(B) 15=-1590(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099253 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-JyhZCaa9DNI4M2y757SAdBe2_Lc0ULBDIX8LqgznAF0 Scale = 1:41.1 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 4x6 4x6 6x16 3x6 4x6 4x8 4x6 3x6 3x6 10x10 3x4 4x6 3x4 10-0-0 10-0-0 18-0-15 8-0-15 20-1-8 2-0-9 22-3-8 2-2-0 -1-2-8 1-2-8 5-1-12 5-1-12 10-0-0 4-10-4 18-0-15 8-0-15 20-1-8 2-0-9 22-3-8 2-2-0 1-4-31-11-144-8-31-11-141-0-04.00 12 Plate Offsets (X,Y)-- [9:0-3-8,0-5-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.61 0.41 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.15 0.02 0.04 (loc) 10-12 10-12 15 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 200 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-12: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=1099/0-5-8, 15=2192/0-3-8 Max Horz 13=67(LC 5) Max Uplift 13=-95(LC 5), 15=-171(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1624/96, 4-5=-1658/80, 5-6=-3266/229, 6-7=-2507/190, 2-13=-299/94 BOT CHORD 12-13=-127/1486, 10-12=-249/3316, 9-10=-199/2507, 8-9=-50/514 WEBS 4-12=0/623, 5-12=-1886/224, 5-10=-562/136, 6-10=-73/995, 6-9=-592/38, 7-9=-204/2727, 3-13=-1490/114, 7-15=-2328/182 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 6-9 2x4 - 1 row at 0-2-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 15=171. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1473 lb down and 133 lb up at 20-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099253 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:29 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-JyhZCaa9DNI4M2y757SAdBe2_Lc0ULBDIX8LqgznAF0 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, 4-5=-60, 5-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 9=-1473(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss V01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099254 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-JyhZCaa9DNI4M2y757SAdBe4fLdSUVEDIX8LqgznAF0 Scale = 1:28.7 1 2 3 43x6 4x6 3x6 2x4 11-0-1 11-0-1 5-6-0 5-6-0 11-0-1 5-6-0 0-0-44-7-00-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.50 0.32 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=215/11-0-1, 3=215/11-0-1, 4=385/11-0-1 Max Horz 1=-99(LC 4) Max Uplift 1=-21(LC 6), 3=-26(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss V02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099255 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-n9FxQwbn_hQx_CXJfr_PAOBGZl_QDypMXBtuM6znAF? Scale = 1:26.8 1 2 3 43x6 4x6 3x6 2x4 10-2-9 10-2-9 5-1-5 5-1-5 10-2-9 5-1-5 0-0-44-3-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.42 0.27 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=199/10-2-9, 3=199/10-2-9, 4=355/10-2-9 Max Horz 1=-91(LC 4) Max Uplift 1=-19(LC 6), 3=-24(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099256 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-n9FxQwbn_hQx_CXJfr_PAOBJql?UDzWMXBtuM6znAF? Scale = 1:20.9 1 2 3 4 3x4 4x6 3x4 2x4 0-0-5 0-0-5 7-5-0 7-4-11 3-8-8 3-8-8 7-5-0 3-8-8 0-0-43-1-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.22 0.21 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=138/7-4-6, 3=138/7-4-6, 4=252/7-4-6 Max Horz 1=-64(LC 4) Max Uplift 1=-14(LC 7), 3=-19(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099257 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-GLoJdGcPl?YobM5VCYVeicjUl9NXyQ5WmrdRuZznAF_ Scale = 1:12.4 1 2 3 4 2x4 4x6 2x4 2x4 0-0-5 0-0-5 4-7-6 4-7-1 2-3-11 2-3-11 4-7-6 2-3-11 0-0-41-11-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.09 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=87/4-6-13, 3=87/4-6-13, 4=132/4-6-13 Max Horz 1=-37(LC 4) Max Uplift 1=-13(LC 7), 3=-15(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss V05 Truss Type GABLE Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099258 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-kXMhrcd1WIhfDWgimG0tFpGeQZjXhszf?VM?Q?znAEz Scale = 1:35.5 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 13-7-14 13-7-14 6-9-15 6-9-15 13-7-14 6-9-15 0-0-45-8-50-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.10 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-7-14. (lb) - Max Horz 1=-124(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-115(LC 6), 6=-115(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=310(LC 10), 6=310(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=115, 6=115. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss V06 Truss Type GABLE Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099259 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-kXMhrcd1WIhfDWgimG0tFpGa7ZgIhs1f?VM?Q?znAEz Scale = 1:28.4 1 2 3 43x6 4x6 3x6 2x4 10-10-5 10-10-5 5-5-2 5-5-2 10-10-5 5-5-2 0-0-44-6-50-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.31 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=212/10-10-5, 3=212/10-10-5, 4=380/10-10-5 Max Horz 1=97(LC 5) Max Uplift 1=-20(LC 6), 3=-26(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099260 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-Ckw32xdfHcpWrgFuKzX6n1opWy2rQK9pD96YyRznAEy Scale = 1:22.3 1 2 3 4 3x6 4x6 3x6 2x4 0-0-5 0-0-5 8-0-11 8-0-6 4-0-5 4-0-5 8-0-11 4-0-5 0-0-43-4-50-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.25 0.16 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=153/8-0-1, 3=153/8-0-1, 4=274/8-0-1 Max Horz 1=70(LC 5) Max Uplift 1=-15(LC 6), 3=-19(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099261 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-gwUSGHeI2wxMSpq4ug2LKEL?CMPk9nnySpr6UuznAEx Scale: 3/4"=1' 1 2 3 4 2x4 4x6 2x4 2x4 0-0-5 0-0-5 5-3-1 5-2-13 2-7-9 2-7-9 5-3-1 2-7-9 0-0-42-2-50-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.12 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=101/5-2-8, 3=101/5-2-8, 4=154/5-2-8 Max Horz 1=-43(LC 4) Max Uplift 1=-15(LC 7), 3=-18(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099262 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-gwUSGHeI2wxMSpq4ug2LKEL1nMPY9n3ySpr6UuznAEx Scale = 1:7.9 1 2 3 2x4 3x4 2x4 2-5-3 2-5-3 2-5-8 0-0-5 1-2-12 1-2-12 2-5-8 1-2-12 0-0-41-0-50-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=66/2-4-14, 3=66/2-4-14 Max Horz 1=-16(LC 4) Max Uplift 1=-2(LC 6), 3=-2(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099263 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-862qTdfwpD3D4zPHROZatSu2HmeHuEJ6hTbf0KznAEw Scale = 1:16.3 1 2 3 3x6 3x6 2x4 6-7-7 6-7-7 0-0-42-7-74.75 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.68 0.49 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=229/6-7-7, 3=229/6-7-7 Max Horz 1=76(LC 5) Max Uplift 1=-13(LC 6), 3=-27(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099264 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-862qTdfwpD3D4zPHROZatSu33mfpuEJ6hTbf0KznAEw Scale = 1:12.5 1 2 3 2x4 2x4 2x4 4-11-4 4-11-4 0-0-41-11-74.75 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.63 0.39 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: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=162/4-11-4, 3=162/4-11-4 Max Horz 1=54(LC 5) Max Uplift 1=-9(LC 6), 3=-19(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B19900376 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 75 Westvale at Jacksons Grant Job Reference (optional) I36099265 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Feb 8 14:40:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:2tZfH8zehsDrQSuD87LdTZznZem-cIcCgzgYaXB4i7_T?54pPfQKKA32dhZFv7KCZmznAEv Scale = 1:9.2 1 2 3 2x4 2x4 2x4 3-3-0 3-3-0 0-0-41-3-74.75 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=94/3-3-0, 3=94/3-3-0 Max Horz 1=29(LC 6) Max Uplift 1=-2(LC 6), 3=-14(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 8,2019 PRODUCT CODE APPROVALSLATERAL 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.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. 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 Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge 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 CHORDSBEARING4 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.6-4-8WEBSTrusses 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.dimensions shown in ft-in-sixteenths