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HomeMy WebLinkAboutBRG 207 TrussesRe: Garcia, Juan Pages or sheets covered by this seal: I32903993 thru I32904048 My license renewal date for the state of Indiana is July 31, 2018. B18801203 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: 207 BRIDGEMONT 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). 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. April 2,2018 Job B18801203 Truss AG01 Truss Type ATTIC Qty 1 Ply 4 207 BRIDGEMONT Job Reference (optional) I32903993 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-I9qlffON2hw36hVkARci10MKam6gj??bktkdHFzUjZI Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 26 27 28 296x16 4x6 4x6 6x6 4x8 8x8 6x8 6x8 4x6 3x6 5x8 4x8 12x12 4x6 8x8 8x8 3x12 8x10 2x4 8x8 6x6 6x6 3x12 10x10 11-2-88-1-145-11-12 5-11-12 11-8-0 5-8-4 17-0-0 5-4-0 19-0-8 2-0-8 22-2-4 3-1-12 33-8-4 11-6-0 40-0-0 6-3-12 5-11-12 5-11-12 11-8-0 5-8-4 17-0-0 5-4-0 19-0-8 2-0-8 22-2-4 3-1-12 28-4-0 6-1-12 29-11-15 1-7-15 30-11-4 0-11-5 33-8-4 2-9-0 40-0-0 6-3-12 40-10-8 0-10-8 1-8-1411-5-91-8-1411-5-910.00 12 Plate Offsets (X,Y)-- [5:0-3-8,0-2-0], [7:0-3-9,0-2-0], [9:0-6-0,0-3-12], [13:Edge,0-4-11], [17:0-3-8,0-6-0], [19:0-6-0,0-7-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.83 0.37 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.40 0.05 0.10 (loc) 15-17 17 13 17-18 l/defl >999 >999 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 1722 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 *Except* 9-12,12-14: 2x8 SP 2400F 2.0E BOT CHORD 2x10 SP No.1 *Except* 16-19,13-16: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF No.2 *Except* 3-22,3-20,9-24,10-25: 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 4-0-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 23, 24 REACTIONS.(lb/size) 1=7331/0-3-8, 13=11582/0-3-8 Max Horz 1=251(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9488/0, 2-3=-9372/0, 3-4=-9744/0, 4-5=-7565/0, 5-6=-10457/0, 6-7=-11172/0, 7-8=-11172/0, 8-9=-402/116, 9-10=-3147/0, 10-11=-11403/0, 11-12=-16303/0, 12-13=-16697/0 BOT CHORD 1-26=-78/6680, 22-26=-78/6680, 21-22=-78/6679, 20-21=-78/6679, 20-27=0/10379, 19-27=0/10384, 18-19=0/10890, 18-28=0/10890, 17-28=0/10890, 16-17=0/11144, 16-29=0/11144, 15-29=0/11144, 13-15=0/11084 WEBS 3-22=-640/52, 3-20=-103/1314, 4-20=0/5663, 5-20=-6626/37, 5-19=0/5408, 17-23=0/3756, 8-23=0/3760, 11-15=0/7841, 10-24=-11086/0, 6-17=-970/2183, 9-24=0/4123, 8-24=-11467/0, 6-18=-573/1583, 6-19=-2564/0 NOTES- 1) 4-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, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc, 1.47x11.875 - 3 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 11-15 2x4 - 1 row at 0-4-0 oc, member 18-6 2x4 - 1 row at 0-5-0 oc , member 19-6 2x4 - 1 row at 0-5-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 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, with BCDL = 10.0psf. 8) Ceiling dead load (5.0 psf) on member(s). 10-11, 23-24, 10-24; Wall dead load (5.0psf) on member(s).17-23, 11-15 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 15-17 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.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss AG01 Truss Type ATTIC Qty 1 Ply 4 207 BRIDGEMONT Job Reference (optional) I32903993 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:47 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-I9qlffON2hw36hVkARci10MKam6gj??bktkdHFzUjZI NOTES- 11) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2288 lb down and 176 lb up at 33-4-4, and 5953 lb down and 757 lb up at 19-0-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) Attic room checked for L/360 deflection. LOAD CASE(S) 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-9=-60, 9-10=-60, 10-11=-70, 11-14=-60, 1-26=-20, 22-26=-60, 22-27=-20, 19-27=-60, 19-28=-20, 17-28=-425, 17-29=-525, 15-29=-235(F=-115), 13-15=-135(F=-115), 10-23=-10 Drag: 17-23=-10, 11-15=-10 Concentrated Loads (lb) Vert: 18=-5953(B) 29=-2288(F) 2) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 4-9=-20, 9-10=-20, 10-11=-30, 11-14=-20, 1-28=-40, 28-29=-150, 13-29=-77(F=-38), 10-23=-10 Drag: 17-23=-10, 11-15=-10 Concentrated Loads (lb) Vert: 18=-3923(B) 29=-858(F) 3) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-15, 4-9=24, 9-10=9, 10-11=3, 11-13=9, 13-14=3, 1-28=-12, 17-28=-122, 17-29=-134, 15-29=-34(F=-10), 13-15=-22(F=-10), 10-23=-6 Horz: 1-4=3, 9-13=21, 13-14=-15 Drag: 4-5=-0, 8-9=0, 17-23=-10, 11-15=-10 Concentrated Loads (lb) Vert: 18=757(B) 29=176(F) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=9, 4-9=24, 9-10=-15, 10-11=-21, 11-13=-15, 13-14=-0, 1-28=-12, 17-28=-122, 17-29=-134, 15-29=-34(F=-10), 13-15=-22(F=-10), 10-23=-6 Horz: 1-4=-21, 9-13=-3, 13-14=-12 Drag: 4-5=-0, 8-9=0, 17-23=-10, 11-15=-10 Concentrated Loads (lb) Vert: 18=757(B) 29=176(F) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=19, 4-9=9, 9-10=9, 10-11=3, 11-13=9, 13-14=5, 1-28=-12, 17-28=-122, 17-29=-134, 15-29=-36(F=-12), 13-15=-24(F=-12), 10-23=-6 Horz: 1-4=-31, 9-13=21, 13-14=-17 Drag: 4-5=-0, 8-9=0, 17-23=-10, 11-15=-10 Concentrated Loads (lb) Vert: 18=757(B) 29=98(F) 6) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=9, 4-9=9, 9-10=19, 10-11=13, 11-13=19, 13-14=31, 1-28=-12, 17-28=-122, 17-29=-134, 15-29=-36(F=-12), 13-15=-24(F=-12), 10-23=-6 Horz: 1-4=-21, 9-13=31, 13-14=-43 Drag: 4-5=-0, 8-9=0, 17-23=-10, 11-15=-10 Concentrated Loads (lb) Vert: 18=757(B) 29=98(F) 7) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=6, 4-9=2, 9-10=2, 10-11=-4, 11-13=2, 13-14=-3, 1-28=-12, 17-28=-122, 17-29=-134, 15-29=-41(F=-17), 13-15=-29(F=-17), 10-23=-6 Horz: 1-4=-18, 9-13=14, 13-14=-9 Drag: 4-5=-0, 8-9=0, 17-23=-10, 11-15=-10 Concentrated Loads (lb) Vert: 18=757(B) 29=-92(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=2, 4-9=2, 9-10=6, 10-11=-0, 11-13=6, 13-14=18, 1-28=-12, 17-28=-122, 17-29=-134, 15-29=-41(F=-17), 13-15=-29(F=-17), 10-23=-6 Horz: 1-4=-14, 9-13=18, 13-14=-30 Drag: 4-5=-0, 8-9=0, 17-23=-10, 11-15=-10 Concentrated Loads (lb) Vert: 18=757(B) 29=-92(F) 9) Dead + Uninhab. Attic Storage + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-20, 4-9=-20, 9-10=-20, 10-11=-30, 11-14=-20, 1-26=-20, 22-26=-60, 22-27=-20, 19-27=-60, 19-28=-20, 17-28=-425, 17-29=-525, 15-29=-220(F=-100), 13-15=-120(F=-100), 10-23=-10 Drag: 17-23=-10, 11-15=-10 Concentrated Loads (lb) Vert: 18=-3324(B) 29=-1716(F) Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801203 Truss AG01 Truss Type ATTIC Qty 1 Ply 4 207 BRIDGEMONT Job Reference (optional) I32903993 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:47 2018 Page 3 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-I9qlffON2hw36hVkARci10MKam6gj??bktkdHFzUjZI LOAD CASE(S) 10) 1st Dead + Roof Live (unbalanced) + Uninhab. Attic Storage + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-9=-60, 9-10=-20, 10-11=-30, 11-14=-20, 1-26=-20, 22-26=-60, 22-27=-20, 19-27=-60, 19-28=-20, 17-28=-425, 17-29=-525, 15-29=-235(F=-115), 13-15=-135(F=-115), 10-23=-10 Drag: 17-23=-10, 11-15=-10 Concentrated Loads (lb) Vert: 18=-5953(B) 29=-2288(F) 11) 2nd Dead + Roof Live (unbalanced) + Uninhab. Attic Storage + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-20, 4-9=-60, 9-10=-60, 10-11=-70, 11-14=-60, 1-26=-20, 22-26=-60, 22-27=-20, 19-27=-60, 19-28=-20, 17-28=-425, 17-29=-525, 15-29=-235(F=-115), 13-15=-135(F=-115), 10-23=-10 Drag: 17-23=-10, 11-15=-10 Concentrated Loads (lb) Vert: 18=-5953(B) 29=-2288(F) 12) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-15, 4-9=24, 9-10=9, 10-11=3, 11-13=9, 13-14=3, 1-28=-12, 17-28=-122, 17-29=-134, 15-29=-34(F=-10), 13-15=-22(F=-10), 10-23=-6 Horz: 1-4=3, 9-13=21, 13-14=-15 Drag: 4-5=-0, 8-9=0, 17-23=-10, 11-15=-10 Concentrated Loads (lb) Vert: 18=-898(B) 29=176(F) 13) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=9, 4-9=24, 9-10=-15, 10-11=-21, 11-13=-15, 13-14=-0, 1-28=-12, 17-28=-122, 17-29=-134, 15-29=-34(F=-10), 13-15=-22(F=-10), 10-23=-6 Horz: 1-4=-21, 9-13=-3, 13-14=-12 Drag: 4-5=-0, 8-9=0, 17-23=-10, 11-15=-10 Concentrated Loads (lb) Vert: 18=-898(B) 29=176(F) 14) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=19, 4-9=9, 9-10=9, 10-11=3, 11-13=9, 13-14=5, 1-28=-12, 17-28=-122, 17-29=-134, 15-29=-36(F=-12), 13-15=-24(F=-12), 10-23=-6 Horz: 1-4=-31, 9-13=21, 13-14=-17 Drag: 4-5=-0, 8-9=0, 17-23=-10, 11-15=-10 Concentrated Loads (lb) Vert: 18=-898(B) 29=98(F) 15) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=9, 4-9=9, 9-10=19, 10-11=13, 11-13=19, 13-14=31, 1-28=-12, 17-28=-122, 17-29=-134, 15-29=-36(F=-12), 13-15=-24(F=-12), 10-23=-6 Horz: 1-4=-21, 9-13=31, 13-14=-43 Drag: 4-5=-0, 8-9=0, 17-23=-10, 11-15=-10 Concentrated Loads (lb) Vert: 18=-898(B) 29=98(F) 16) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=6, 4-9=2, 9-10=2, 10-11=-4, 11-13=2, 13-14=-3, 1-28=-12, 17-28=-122, 17-29=-134, 15-29=-41(F=-17), 13-15=-29(F=-17), 10-23=-6 Horz: 1-4=-18, 9-13=14, 13-14=-9 Drag: 4-5=-0, 8-9=0, 17-23=-10, 11-15=-10 Concentrated Loads (lb) Vert: 18=-898(B) 29=-92(F) 17) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=2, 4-9=2, 9-10=6, 10-11=-0, 11-13=6, 13-14=18, 1-28=-12, 17-28=-122, 17-29=-134, 15-29=-41(F=-17), 13-15=-29(F=-17), 10-23=-6 Horz: 1-4=-14, 9-13=18, 13-14=-30 Drag: 4-5=-0, 8-9=0, 17-23=-10, 11-15=-10 Concentrated Loads (lb) Vert: 18=-898(B) 29=-92(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801203 Truss AG02 Truss Type Attic Girder Qty 2 Ply 2 207 BRIDGEMONT Job Reference (optional) I32903994 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-I9qlffON2hw36hVkARci10MIPm4Uj?abktkdHFzUjZI Scale = 1:86.4 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 22 6x10 6x6 3x8 10x16 4x6 12x12 4x6 12x12 3x6 3x6 6x6 3x8 5x6 2x4 4x6 2x4 2x4 2x4 2x4 12-11-0 8-1-141-0-04-4-12 4-4-12 17-7-4 13-2-8 22-0-0 4-4-12 -0-10-8 0-10-8 4-4-12 4-4-12 6-2-4 1-9-8 6-10-0 0-7-12 8-10-12 2-0-12 13-1-4 4-2-8 15-2-0 2-0-12 15-9-12 0-7-12 17-7-4 1-9-8 22-0-0 4-4-12 22-10-8 0-10-8 3-1-412-0-03-1-412-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-7-8,0-3-0], [6:0-3-8,0-3-0], [9:0-3-8,0-1-0], [12:0-3-8,0-6-0], [14:0-3-8,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.90 0.51 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.51 0.01 0.07 (loc) 12-14 12-14 11 12-14 l/defl >898 >514 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 445 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 5-6: 2x6 SP No.1 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 4-7,2-15,9-11: 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 (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 16, 17 REACTIONS.(lb/size) 15=6483/0-3-8, 11=4988/0-3-8 Max Horz 15=-232(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4802/0, 3-4=-2326/0, 4-5=0/639, 5-6=0/1136, 6-7=0/663, 7-8=-2374/0, 8-9=-4717/0, 2-15=-5445/0, 9-11=-5358/0 BOT CHORD 15-22=-203/267, 14-22=-203/267, 13-14=0/2953, 12-13=0/2953 WEBS 3-14=0/3428, 8-12=0/3240, 4-16=-3965/0, 16-17=-3961/0, 7-17=-4067/0, 2-14=0/3152, 9-12=0/3217 NOTES- 1) 2-ply truss to be connected together with 16d (0.131"x 3.5") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc clinched, 2x4 - 1 row at 0-9-0 oc clinched. Bottom chords connected as follows: 1.47x11.875 - 3 rows staggered at 0-4-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. 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, 7-8, 4-16, 16-17, 7-17; Wall dead load (5.0psf) on member(s).3-14, 8-12 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-14 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) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3252 lb down and 568 lb up at 3-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss AG02 Truss Type Attic Girder Qty 2 Ply 2 207 BRIDGEMONT Job Reference (optional) I32903994 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:47 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-I9qlffON2hw36hVkARci10MIPm4Uj?abktkdHFzUjZI LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-48, 2-3=-48, 3-4=-56, 4-5=-48, 5-6=-48, 6-7=-48, 7-8=-56, 8-9=-48, 9-10=-48, 15-22=-16, 14-22=-311(F=-295), 12-14=-391(F=-295), 11-12=-311(F=-295), 4-7=-8 Drag: 3-14=-8, 8-12=-8 Concentrated Loads (lb) Vert: 22=-3252(B) 2) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-16, 2-3=-16, 3-4=-24, 4-5=-16, 5-6=-16, 6-7=-16, 7-8=-24, 8-9=-16, 9-10=-16, 15-22=-32, 11-22=-112(F=-80), 4-7=-8 Drag: 3-14=-8, 8-12=-8 Concentrated Loads (lb) Vert: 22=-2460(B) 3) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-3=-12, 3-4=-16, 4-5=-12, 5-6=19, 6-7=7, 7-8=2, 8-9=7, 9-10=3, 15-22=-10, 14-22=-90(F=-80), 12-14=-99(F=-80), 11-12=-90(F=-80), 4-7=-5 Horz: 1-2=-10, 2-5=2, 6-9=16, 9-10=12, 2-15=12, 9-11=15 Drag: 3-14=-8, 8-12=-8, 2-15=0, 9-11=-0 Concentrated Loads (lb) Vert: 22=568(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-3=7, 3-4=2, 4-5=7, 5-6=19, 6-7=-12, 7-8=-16, 8-9=-12, 9-10=-0, 15-22=-10, 14-22=-90(F=-80), 12-14=-99(F=-80), 11-12=-90(F=-80), 4-7=-5 Horz: 1-2=-12, 2-5=-16, 6-9=-2, 9-10=10, 2-15=-15, 9-11=-12 Drag: 3-14=-8, 8-12=-8, 2-15=-0, 9-11=0 Concentrated Loads (lb) Vert: 22=568(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=25, 2-3=15, 3-4=10, 4-5=15, 5-6=8, 6-7=8, 7-8=3, 8-9=8, 9-10=4, 15-22=-10, 14-22=-90(F=-80), 12-14=-99(F=-80), 11-12=-90(F=-80), 4-7=-5 Horz: 1-2=-35, 2-5=-25, 6-9=17, 9-10=14, 2-15=-12, 9-11=12 Drag: 3-14=-8, 8-12=-8, 2-15=-0, 9-11=-0 Concentrated Loads (lb) Vert: 22=568(B) 6) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=8, 3-4=3, 4-5=8, 5-6=8, 6-7=15, 7-8=10, 8-9=15, 9-10=25, 15-22=-10, 14-22=-90(F=-80), 12-14=-99(F=-80), 11-12=-90(F=-80), 4-7=-5 Horz: 1-2=-14, 2-5=-17, 6-9=25, 9-10=35, 2-15=-12, 9-11=12 Drag: 3-14=-8, 8-12=-8, 2-15=-0, 9-11=-0 Concentrated Loads (lb) Vert: 22=568(B) 7) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-3=4, 3-4=-0, 4-5=4, 5-6=1, 6-7=1, 7-8=-4, 8-9=1, 9-10=-2, 15-22=-10, 14-22=-90(F=-80), 12-14=-99(F=-80), 11-12=-90(F=-80), 4-7=-5 Horz: 1-2=-24, 2-5=-14, 6-9=11, 9-10=7, 2-15=-12, 9-11=12 Drag: 3-14=-8, 8-12=-8, 2-15=-0, 9-11=-0 Concentrated Loads (lb) Vert: 22=568(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-3=1, 3-4=-4, 4-5=1, 5-6=1, 6-7=4, 7-8=-0, 8-9=4, 9-10=14, 15-22=-10, 14-22=-90(F=-80), 12-14=-99(F=-80), 11-12=-90(F=-80), 4-7=-5 Horz: 1-2=-7, 2-5=-11, 6-9=14, 9-10=24, 2-15=-12, 9-11=12 Drag: 3-14=-8, 8-12=-8, 2-15=-0, 9-11=-0 Concentrated Loads (lb) Vert: 22=568(B) 9) Dead + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-16, 2-3=-16, 3-4=-24, 4-5=-16, 5-6=-16, 6-7=-16, 7-8=-24, 8-9=-16, 9-10=-16, 15-22=-16, 14-22=-311(F=-295), 12-14=-391(F=-295), 11-12=-311(F=-295), 4-7=-8 Drag: 3-14=-8, 8-12=-8 Concentrated Loads (lb) Vert: 22=-1629(B) 10) 1st Dead + Roof Live (unbalanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-48, 2-3=-48, 3-4=-56, 4-5=-48, 5-6=-48, 6-7=-16, 7-8=-24, 8-9=-16, 9-10=-16, 15-22=-16, 14-22=-311(F=-295), 12-14=-391(F=-295), 11-12=-311(F=-295), 4-7=-8 Drag: 3-14=-8, 8-12=-8 Concentrated Loads (lb) Vert: 22=-3252(B) 11) 2nd Dead + Roof Live (unbalanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801203 Truss AG02 Truss Type Attic Girder Qty 2 Ply 2 207 BRIDGEMONT Job Reference (optional) I32903994 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:47 2018 Page 3 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-I9qlffON2hw36hVkARci10MIPm4Uj?abktkdHFzUjZI LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-16, 2-3=-16, 3-4=-24, 4-5=-16, 5-6=-48, 6-7=-48, 7-8=-56, 8-9=-48, 9-10=-48, 15-22=-16, 14-22=-311(F=-295), 12-14=-391(F=-295), 11-12=-311(F=-295), 4-7=-8 Drag: 3-14=-8, 8-12=-8 Concentrated Loads (lb) Vert: 22=-3252(B) 12) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-3=-12, 3-4=-16, 4-5=-12, 5-6=19, 6-7=7, 7-8=2, 8-9=7, 9-10=3, 15-22=-10, 14-22=-90(F=-80), 12-14=-99(F=-80), 11-12=-90(F=-80), 4-7=-5 Horz: 1-2=-10, 2-5=2, 6-9=16, 9-10=12, 2-15=12, 9-11=15 Drag: 3-14=-8, 8-12=-8, 2-15=0, 9-11=-0 Concentrated Loads (lb) Vert: 22=-646(B) 13) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-3=7, 3-4=2, 4-5=7, 5-6=19, 6-7=-12, 7-8=-16, 8-9=-12, 9-10=-0, 15-22=-10, 14-22=-90(F=-80), 12-14=-99(F=-80), 11-12=-90(F=-80), 4-7=-5 Horz: 1-2=-12, 2-5=-16, 6-9=-2, 9-10=10, 2-15=-15, 9-11=-12 Drag: 3-14=-8, 8-12=-8, 2-15=-0, 9-11=0 Concentrated Loads (lb) Vert: 22=-646(B) 14) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=25, 2-3=15, 3-4=10, 4-5=15, 5-6=8, 6-7=8, 7-8=3, 8-9=8, 9-10=4, 15-22=-10, 14-22=-90(F=-80), 12-14=-99(F=-80), 11-12=-90(F=-80), 4-7=-5 Horz: 1-2=-35, 2-5=-25, 6-9=17, 9-10=14, 2-15=-12, 9-11=12 Drag: 3-14=-8, 8-12=-8, 2-15=-0, 9-11=-0 Concentrated Loads (lb) Vert: 22=-646(B) 15) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=8, 3-4=3, 4-5=8, 5-6=8, 6-7=15, 7-8=10, 8-9=15, 9-10=25, 15-22=-10, 14-22=-90(F=-80), 12-14=-99(F=-80), 11-12=-90(F=-80), 4-7=-5 Horz: 1-2=-14, 2-5=-17, 6-9=25, 9-10=35, 2-15=-12, 9-11=12 Drag: 3-14=-8, 8-12=-8, 2-15=-0, 9-11=-0 Concentrated Loads (lb) Vert: 22=-646(B) 16) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-3=4, 3-4=-0, 4-5=4, 5-6=1, 6-7=1, 7-8=-4, 8-9=1, 9-10=-2, 15-22=-10, 14-22=-90(F=-80), 12-14=-99(F=-80), 11-12=-90(F=-80), 4-7=-5 Horz: 1-2=-24, 2-5=-14, 6-9=11, 9-10=7, 2-15=-12, 9-11=12 Drag: 3-14=-8, 8-12=-8, 2-15=-0, 9-11=-0 Concentrated Loads (lb) Vert: 22=-646(B) 17) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-3=1, 3-4=-4, 4-5=1, 5-6=1, 6-7=4, 7-8=-0, 8-9=4, 9-10=14, 15-22=-10, 14-22=-90(F=-80), 12-14=-99(F=-80), 11-12=-90(F=-80), 4-7=-5 Horz: 1-2=-7, 2-5=-11, 6-9=14, 9-10=24, 2-15=-12, 9-11=12 Drag: 3-14=-8, 8-12=-8, 2-15=-0, 9-11=-0 Concentrated Loads (lb) Vert: 22=-646(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801203 Truss AG03 Truss Type Attic Girder Qty 1 Ply 2 207 BRIDGEMONT Job Reference (optional) I32903995 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-mMO7t?P?p?2wkr4wj87xZEuSdAS5SXSkyXTBqizUjZH Scale = 1:86.4 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 22 6x10 6x6 3x8 8x16 3x4 8x8 3x4 8x8 3x4 3x4 8x8 3x8 8x8 2x4 4x6 2x4 2x4 2x4 2x4 12-11-08-1-141-0-04-4-12 4-4-12 17-7-4 13-2-8 22-0-0 4-4-12 -0-10-8 0-10-8 4-4-12 4-4-12 6-2-4 1-9-8 6-10-0 0-7-12 8-10-12 2-0-12 13-1-4 4-2-8 15-2-0 2-0-12 15-9-12 0-7-12 17-7-4 1-9-8 22-0-0 4-4-12 22-10-8 0-10-8 3-1-412-0-03-1-412-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0], [5:0-7-8,0-3-0], [6:0-3-8,0-3-0], [9:0-3-8,0-4-0], [12:0-3-8,0-6-0], [14:0-3-8,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 1.00 0.36 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.36 0.01 0.03 (loc) 12-14 12-14 11 12-14 l/defl >999 >723 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 444 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 4-7: 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 (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 16, 17 REACTIONS.(lb/size) 15=3448/0-3-8, 11=3748/0-3-8 Max Horz 15=-232(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3069/0, 3-4=-1621/0, 4-5=0/382, 5-6=0/640, 6-7=0/396, 7-8=-1607/0, 8-9=-3092/0, 2-15=-3511/0, 9-11=-3537/0 BOT CHORD 13-14=0/1912, 13-22=0/1912, 12-22=0/1912 WEBS 3-14=0/1974, 8-12=0/2026, 4-16=-2505/0, 16-17=-2501/0, 7-17=-2501/0, 2-14=0/2094, 9-12=0/2079 NOTES- 1) 2-ply truss to be connected together with 16d (0.131"x 3.5") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc clinched, 2x4 - 1 row at 0-9-0 oc clinched. Bottom chords connected as follows: 1.47x11.875 - 3 rows staggered at 0-9-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. 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, 7-8, 4-16, 16-17, 7-17; Wall dead load (5.0psf) on member(s).3-14, 8-12 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-14 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) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2000 lb down and 154 lb up at 17-7-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss AG03 Truss Type Attic Girder Qty 1 Ply 2 207 BRIDGEMONT Job Reference (optional) I32903995 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:48 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-mMO7t?P?p?2wkr4wj87xZEuSdAS5SXSkyXTBqizUjZH LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-48, 2-3=-48, 3-4=-56, 4-5=-48, 5-6=-48, 6-7=-48, 7-8=-56, 8-9=-48, 9-10=-48, 14-15=-196, 14-22=-276, 12-22=-96, 11-12=-16, 4-7=-8 Drag: 3-14=-8, 8-12=-8 Concentrated Loads (lb) Vert: 12=-2000(F) 2) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-16, 2-3=-16, 3-4=-24, 4-5=-16, 5-6=-16, 6-7=-16, 7-8=-24, 8-9=-16, 9-10=-16, 15-22=-82, 11-22=-32, 4-7=-8 Drag: 3-14=-8, 8-12=-8 Concentrated Loads (lb) Vert: 12=-750(F) 3) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-3=-12, 3-4=-16, 4-5=-12, 5-6=19, 6-7=7, 7-8=2, 8-9=7, 9-10=3, 14-15=-60, 14-22=-69, 12-22=-19, 11-12=-10, 4-7=-5 Horz: 1-2=-10, 2-5=2, 6-9=16, 9-10=12, 2-15=12, 9-11=15 Drag: 3-14=-8, 8-12=-8, 2-15=0, 9-11=-0 Concentrated Loads (lb) Vert: 12=154(F) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-3=7, 3-4=2, 4-5=7, 5-6=19, 6-7=-12, 7-8=-16, 8-9=-12, 9-10=-0, 14-15=-60, 14-22=-69, 12-22=-19, 11-12=-10, 4-7=-5 Horz: 1-2=-12, 2-5=-16, 6-9=-2, 9-10=10, 2-15=-15, 9-11=-12 Drag: 3-14=-8, 8-12=-8, 2-15=-0, 9-11=0 Concentrated Loads (lb) Vert: 12=154(F) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=25, 2-3=15, 3-4=10, 4-5=15, 5-6=8, 6-7=8, 7-8=3, 8-9=8, 9-10=4, 14-15=-60, 14-22=-69, 12-22=-19, 11-12=-10, 4-7=-5 Horz: 1-2=-35, 2-5=-25, 6-9=17, 9-10=14, 2-15=-12, 9-11=12 Drag: 3-14=-8, 8-12=-8, 2-15=-0, 9-11=-0 Concentrated Loads (lb) Vert: 12=86(F) 6) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=8, 3-4=3, 4-5=8, 5-6=8, 6-7=15, 7-8=10, 8-9=15, 9-10=25, 14-15=-60, 14-22=-69, 12-22=-19, 11-12=-10, 4-7=-5 Horz: 1-2=-14, 2-5=-17, 6-9=25, 9-10=35, 2-15=-12, 9-11=12 Drag: 3-14=-8, 8-12=-8, 2-15=-0, 9-11=-0 Concentrated Loads (lb) Vert: 12=86(F) 7) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-3=4, 3-4=-0, 4-5=4, 5-6=1, 6-7=1, 7-8=-4, 8-9=1, 9-10=-2, 14-15=-60, 14-22=-69, 12-22=-19, 11-12=-10, 4-7=-5 Horz: 1-2=-24, 2-5=-14, 6-9=11, 9-10=7, 2-15=-12, 9-11=12 Drag: 3-14=-8, 8-12=-8, 2-15=-0, 9-11=-0 Concentrated Loads (lb) Vert: 12=-81(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-3=1, 3-4=-4, 4-5=1, 5-6=1, 6-7=4, 7-8=-0, 8-9=4, 9-10=14, 14-15=-60, 14-22=-69, 12-22=-19, 11-12=-10, 4-7=-5 Horz: 1-2=-7, 2-5=-11, 6-9=14, 9-10=24, 2-15=-12, 9-11=12 Drag: 3-14=-8, 8-12=-8, 2-15=-0, 9-11=-0 Concentrated Loads (lb) Vert: 12=-81(F) 9) Dead + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-16, 2-3=-16, 3-4=-24, 4-5=-16, 5-6=-16, 6-7=-16, 7-8=-24, 8-9=-16, 9-10=-16, 14-15=-196, 14-22=-276, 12-22=-96, 11-12=-16, 4-7=-8 Drag: 3-14=-8, 8-12=-8 Concentrated Loads (lb) Vert: 12=-1500(F) 10) 1st Dead + Roof Live (unbalanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-48, 2-3=-48, 3-4=-56, 4-5=-48, 5-6=-48, 6-7=-16, 7-8=-24, 8-9=-16, 9-10=-16, 14-15=-196, 14-22=-276, 12-22=-96, 11-12=-16, 4-7=-8 Drag: 3-14=-8, 8-12=-8 Concentrated Loads (lb) Vert: 12=-2000(F) 11) 2nd Dead + Roof Live (unbalanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801203 Truss AG03 Truss Type Attic Girder Qty 1 Ply 2 207 BRIDGEMONT Job Reference (optional) I32903995 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:48 2018 Page 3 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-mMO7t?P?p?2wkr4wj87xZEuSdAS5SXSkyXTBqizUjZH LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-16, 2-3=-16, 3-4=-24, 4-5=-16, 5-6=-48, 6-7=-48, 7-8=-56, 8-9=-48, 9-10=-48, 14-15=-196, 14-22=-276, 12-22=-96, 11-12=-16, 4-7=-8 Drag: 3-14=-8, 8-12=-8 Concentrated Loads (lb) Vert: 12=-2000(F) 12) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-3=-12, 3-4=-16, 4-5=-12, 5-6=19, 6-7=7, 7-8=2, 8-9=7, 9-10=3, 14-15=-60, 14-22=-69, 12-22=-19, 11-12=-10, 4-7=-5 Horz: 1-2=-10, 2-5=2, 6-9=16, 9-10=12, 2-15=12, 9-11=15 Drag: 3-14=-8, 8-12=-8, 2-15=0, 9-11=-0 Concentrated Loads (lb) Vert: 12=154(F) 13) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-3=7, 3-4=2, 4-5=7, 5-6=19, 6-7=-12, 7-8=-16, 8-9=-12, 9-10=-0, 14-15=-60, 14-22=-69, 12-22=-19, 11-12=-10, 4-7=-5 Horz: 1-2=-12, 2-5=-16, 6-9=-2, 9-10=10, 2-15=-15, 9-11=-12 Drag: 3-14=-8, 8-12=-8, 2-15=-0, 9-11=0 Concentrated Loads (lb) Vert: 12=154(F) 14) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=25, 2-3=15, 3-4=10, 4-5=15, 5-6=8, 6-7=8, 7-8=3, 8-9=8, 9-10=4, 14-15=-60, 14-22=-69, 12-22=-19, 11-12=-10, 4-7=-5 Horz: 1-2=-35, 2-5=-25, 6-9=17, 9-10=14, 2-15=-12, 9-11=12 Drag: 3-14=-8, 8-12=-8, 2-15=-0, 9-11=-0 Concentrated Loads (lb) Vert: 12=86(F) 15) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=8, 3-4=3, 4-5=8, 5-6=8, 6-7=15, 7-8=10, 8-9=15, 9-10=25, 14-15=-60, 14-22=-69, 12-22=-19, 11-12=-10, 4-7=-5 Horz: 1-2=-14, 2-5=-17, 6-9=25, 9-10=35, 2-15=-12, 9-11=12 Drag: 3-14=-8, 8-12=-8, 2-15=-0, 9-11=-0 Concentrated Loads (lb) Vert: 12=86(F) 16) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-3=4, 3-4=-0, 4-5=4, 5-6=1, 6-7=1, 7-8=-4, 8-9=1, 9-10=-2, 14-15=-60, 14-22=-69, 12-22=-19, 11-12=-10, 4-7=-5 Horz: 1-2=-24, 2-5=-14, 6-9=11, 9-10=7, 2-15=-12, 9-11=12 Drag: 3-14=-8, 8-12=-8, 2-15=-0, 9-11=-0 Concentrated Loads (lb) Vert: 12=-81(F) 17) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-3=1, 3-4=-4, 4-5=1, 5-6=1, 6-7=4, 7-8=-0, 8-9=4, 9-10=14, 14-15=-60, 14-22=-69, 12-22=-19, 11-12=-10, 4-7=-5 Horz: 1-2=-7, 2-5=-11, 6-9=14, 9-10=24, 2-15=-12, 9-11=12 Drag: 3-14=-8, 8-12=-8, 2-15=-0, 9-11=-0 Concentrated Loads (lb) Vert: 12=-81(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801203 Truss AT01 Truss Type Attic Qty 3 Ply 1 207 BRIDGEMONT Job Reference (optional) I32903996 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-FYyV4LQeaIAnM?f7HseA6RRjYaiXBuWtBBDkM8zUjZG Scale = 1:84.0 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 24 25 6x6 4x8 8x8 6x8 3x4 4x8 4x6 6x6 4x8 4x8 2x4 4x6 10x10 6x6 10x10 3x4 2x4 5x6 8x8 5x6 6x6 11-2-88-1-145-11-12 5-11-12 11-8-0 5-8-4 17-0-0 5-4-0 22-2-4 5-2-4 33-8-4 11-6-0 40-0-0 6-3-12 5-11-12 5-11-12 11-8-0 5-8-4 17-0-0 5-4-0 22-2-4 5-2-4 28-4-0 6-1-12 29-11-15 1-7-15 30-11-4 0-11-5 33-8-4 2-9-0 40-0-0 6-3-12 40-10-8 0-10-8 1-8-1411-5-91-8-1411-5-910.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [7:0-6-0,0-3-12], [10:0-4-0,Edge], [11:0-3-8,0-4-0], [14:0-4-8,0-5-0], [15:0-4-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.61 0.73 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.43 0.04 0.17 (loc) 15-16 15-16 13 15-16 l/defl >999 >999 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 356 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 *Except* 7-10: 2x8 SP 2400F 2.0E BOT CHORD 2x6 SP No.1 *Except* 14-15: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF No.2 *Except* 2-19,9-14,1-19,11-14,7-22,6-22,8-23: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-2 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. WEBS 1 Row at midpt 2-17, 4-17, 6-22 JOINTS 1 Brace at Jt(s): 21, 22 REACTIONS.(lb/size) 20=1725/0-3-8, 13=2180/0-3-8 Max Horz 20=-226(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1996/42, 2-3=-1968/102, 3-4=-1452/114, 4-5=-1952/54, 5-6=-1952/54, 6-7=-308/91, 7-8=-829/64, 8-9=-2195/23, 9-10=-2502/0, 10-11=-2671/0, 1-20=-1665/34, 11-13=-2194/0 BOT CHORD 18-19=-80/1467, 17-18=-80/1467, 17-24=0/1822, 16-24=0/1822, 16-25=0/1823, 15-25=0/1824, 14-15=0/1958 WEBS 3-17=0/947, 4-17=-931/41, 4-16=-39/279, 15-21=0/411, 6-21=0/427, 9-14=0/565, 8-22=-1709/0, 1-19=0/1381, 11-14=0/1781, 4-15=0/380, 7-22=0/680, 6-22=-1772/0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Ceiling dead load (5.0 psf) on member(s). 8-9, 21-22, 8-22; Wall dead load (5.0psf) on member(s).15-21, 9-14 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14-15 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss AT02 Truss Type ATTIC Qty 11 Ply 1 207 BRIDGEMONT Job Reference (optional) I32903997 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-FYyV4LQeaIAnM?f7HseA6RRlXaoXB1vtBBDkM8zUjZG Scale = 1:85.4 1 2 3 4 5 6 7 8 9 10 14 13 12 11 19 20 6x8 6x6 2x4 10x10 2x4 2x4 10x10 2x4 2x4 2x4 4x6 4x6 2x4 2x4 2x4 2x4 2x4 4x6 12-11-08-1-144-4-12 4-4-12 17-7-4 13-2-8 22-0-0 4-4-12 -0-10-8 0-10-8 4-4-12 4-4-12 6-2-4 1-9-8 6-10-0 0-7-12 8-10-12 2-0-12 13-1-4 4-2-8 15-2-0 2-0-12 15-9-12 0-7-12 17-7-4 1-9-8 22-0-0 4-4-12 22-10-8 0-10-8 3-1-412-0-03-1-412-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-5-8,0-3-0], [6:0-3-8,0-3-0], [9:0-3-0,0-1-12], [12:0-4-12,0-5-0], [13:0-4-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.48 0.34 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.25 0.01 0.08 (loc) 12-13 12-13 11 13-14 l/defl >999 >999 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 206 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 12-13: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 4-7: 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.): 5-6. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. JOINTS 1 Brace at Jt(s): 19, 20 REACTIONS.(lb/size) 14=1367/0-3-8, 11=1367/0-3-8 Max Horz 14=-239(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1153/0, 3-4=-768/74, 7-8=-769/75, 8-9=-1152/0, 2-14=-1368/0, 9-11=-1368/0 BOT CHORD 12-13=0/716 WEBS 3-13=0/450, 8-12=0/449, 4-19=-728/55, 19-20=-725/56, 7-20=-734/56, 2-13=0/798, 9-12=0/798 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, 7-8, 4-19, 19-20, 7-20; Wall dead load (5.0psf) on member(s).3-13, 8-12 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-13 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss GE01 Truss Type GABLE Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32903998 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-jkWtIhQGLcIdz9EJrZ9Pef_wu_ABwZL1QryHuazUjZF Scale = 1:102.7 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 17 18 19 20 21 22 42 41 40 39 38 37 36 35 3433 32 31 30 29 28 27 26 25 24 23 3x4 3x6 4x6 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 24-0-0 24-0-0 -0-10-8 0-10-8 10-1-2 10-1-2 13-10-14 3-9-12 24-0-0 10-1-2 1-10-1412-0-01-10-1412-0-012.00 12 Plate Offsets (X,Y)-- [10:0-2-8,Edge], [14:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.50 0.25 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.01 0.00 (loc) 1 1 23 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 209 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 No.2 *Except* 6-38,5-39,4-40,3-41,18-27,19-26,20-25,21-24: 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.): 10-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-32, 11-33, 9-35, 8-36, 7-37, 13-31, 15-30, 16-29, 17-28 REACTIONS.All bearings 24-0-0. (lb) - Max Horz 42=306(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 32, 36, 37, 38, 39, 40, 29, 28, 27, 26, 25 except 42=-338(LC 4), 23=-300(LC 5), 41=-337(LC 5), 24=-276(LC 4) Max Grav All reactions 250 lb or less at joint(s) 32, 33, 35, 36, 37, 38, 39, 40, 31, 30, 29, 28, 27, 26, 25 except 42=378(LC 5), 23=311(LC 4), 41=307(LC 4), 24=286(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-255/261, 6-7=-29/265, 7-8=-30/322, 8-9=-30/394, 9-10=-30/338, 10-11=-2/305, 11-12=-2/305, 12-13=-2/305, 13-14=-2/305, 14-15=-31/338, 15-16=-31/394, 16-17=-32/322, 17-18=-30/265 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 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) 32, 36, 37, 38, 39, 40, 29, 28, 27, 26, 25 except (jt=lb) 42=338, 23=300, 41=337, 24=276. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss GE02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32903999 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-f7eejNSWtDYLDSNiy_Btk43HbnrpOTeKt9ROzTzUjZD Scale = 1:86.9 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 2728 29 30 31 32 33 34 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 3x4 3x6 4x6 3x6 3x6 3x4 3x6 5x6 5x6 3x6 40-0-0 40-0-0 11-8-0 11-8-0 28-4-0 16-7-15 40-0-0 11-8-0 40-10-8 0-10-8 1-8-1411-5-91-8-1411-5-910.00 12 Plate Offsets (X,Y)-- [10:0-2-4,Edge], [18:0-3-0,0-3-0], [23:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.43 0.24 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 0.00 (loc) 34 34 35 33 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 369 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 No.2 *Except* 6-62,5-63,4-64,3-65,2-66,26-41,27-40,29-39,30-38,31-37,32-36: 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.): 10-23. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 23-44, 22-45, 21-47, 20-48, 19-49, 18-50, 17-51, 16-52, 15-53, 14-54, 13-55, 12-57, 11-58, 9-59, 8-60, 7-61, 24-43, 25-42 REACTIONS.All bearings 40-0-0. (lb) - Max Horz 67=-290(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 45, 47, 48, 49, 50, 51, 52, 53, 54, 55, 57, 60, 61, 62, 63, 64, 65, 43, 42, 41, 40, 39, 38, 37 except 67=-213(LC 4), 35=-337(LC 5), 66=-212(LC 5), 36=-338(LC 4) Max Grav All reactions 250 lb or less at joint(s) 67, 44, 45, 47, 48, 49, 50, 51, 52, 53, 54, 55, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 43, 42, 41, 40, 39, 38, 37 except 35=390(LC 4), 36=306(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-30/294, 8-9=-29/347, 9-10=-29/297, 10-11=-3/287, 11-12=-3/287, 12-13=-3/287, 13-14=-3/287, 14-15=-3/287, 15-16=-3/287, 16-17=-3/287, 17-18=-3/287, 18-19=-3/287, 19-20=-3/287, 20-21=-3/287, 21-22=-3/287, 22-23=-3/287, 23-24=-30/347, 24-25=-28/319, 25-26=-27/271 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 45, 47, 48, 49, 50, 51, 52, 53, 54, 55, 57, 60, 61, 62, 63, 64, 65, 43, 42, 41, 40, 39, 38, 37 except (jt=lb) 67=213, 35=337, 66=212, 36=338. 12) 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. 13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss GE03 Truss Type GABLE Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904000 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-7JC0wjT8eXgCqcyuWhj6GHcQOB9w7quT6pBxVvzUjZC Scale = 1:104.1 1 2 3 4 5 6 7 8 9 10 14 13 12 11 19 20 6x8 6x6 2x4 10x10 2x4 2x4 10x10 2x4 2x4 2x4 4x6 4x6 2x4 2x4 2x4 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-11-08-1-144-4-12 4-4-12 17-7-4 13-2-8 22-0-0 4-4-12 -0-10-8 0-10-8 4-4-12 4-4-12 6-2-4 1-9-8 6-10-0 0-7-12 8-10-12 2-0-12 13-1-4 4-2-8 15-2-0 2-0-12 15-9-12 0-7-12 17-7-4 1-9-8 22-0-0 4-4-12 22-10-8 0-10-8 3-1-412-0-03-1-412-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-5-8,0-3-0], [6:0-3-8,0-3-0], [9:0-3-0,0-1-12], [12:0-4-12,0-5-0], [13:0-4-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.38 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.25 0.01 0.08 (loc) 12-13 12-13 11 13-14 l/defl >999 >999 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 233 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 12-13: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 4-7: 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.): 5-6. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. JOINTS 1 Brace at Jt(s): 19, 20 REACTIONS.(lb/size) 14=1367/0-3-8, 11=1367/0-3-8 Max Horz 14=-239(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1153/0, 3-4=-768/74, 7-8=-769/75, 8-9=-1152/0, 2-14=-1368/0, 9-11=-1368/0 BOT CHORD 12-13=0/716 WEBS 3-13=0/450, 8-12=0/449, 4-19=-728/55, 19-20=-725/56, 7-20=-734/56, 2-13=0/798, 9-12=0/798 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, 7-8, 4-19, 19-20, 7-20; Wall dead load (5.0psf) on member(s).3-13, 8-12 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-13 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904001 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-7JC0wjT8eXgCqcyuWhj6GHcXNBE47sBT6pBxVvzUjZC Scale = 1:88.8 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 -0-10-8 0-10-8 7-3-8 7-3-8 3-1-410-4-1212.00 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) 0.10 0.05 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.00 0.00 (loc) 1 1 8 1-2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-8: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 6-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-9 REACTIONS.All bearings 7-3-8. (lb) - Max Horz 14=305(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 14, 8, 9, 10, 11 except 12=-505(LC 6) Max Grav All reactions 250 lb or less at joint(s) 8, 9, 10, 11, 12, 13 except 14=510(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-520/40, 2-3=-272/31 BOT CHORD 13-14=-315/28, 12-13=-315/28 WEBS 2-15=-46/509, 12-15=-55/623 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) 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) 14, 8, 9, 10, 11 except (jt=lb) 12=505. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss GE05 Truss Type Roof Special Structural Gable Qty 2 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904002 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-bWlO83TmPro3SmX44PELpV8b0bRNsAZcLTwV1LzUjZB Scale = 1:71.4 1 2 3 4 5 6 10 9 8 7 3x4 4x8 4x6 5x8 3x6 4x10 3x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-1-8 4-1-8 7-8-0 3-6-8 12-10-10 5-2-10 18-8-0 5-9-6 4-1-8 4-1-8 7-8-0 3-6-8 12-10-10 5-2-10 18-8-0 5-9-6 19-6-8 0-10-8 1-2-08-10-00-4-83-10-812.00 12 5.00 12 12.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-8], [3:0-3-15,0-2-0], [5:0-2-14,0-1-8], [15:0-1-14,0-1-0] 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) 0.56 0.62 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.36 0.39 0.13 (loc) 9 8-9 5 9 l/defl >999 >614 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-9: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=733/0-3-0, 5=798/0-3-8 Max Horz 10=-152(LC 4) Max Uplift10=-15(LC 7), 5=-73(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-798/188, 1-2=-3011/454, 2-3=-1051/164, 3-4=-864/142, 4-5=-1411/168 BOT CHORD 9-10=-244/268, 8-9=-345/1867, 7-8=-85/1236, 5-7=-85/1236 WEBS 1-9=-265/2378, 2-9=-268/1568, 2-8=-1220/348, 3-8=-82/757, 4-8=-569/118 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 5. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss GE06 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904003 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-bWlO83TmPro3SmX44PELpV8V3bTmsM_cLTwV1LzUjZB Scale = 1:92.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x8 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-5-8 18-5-8 11-8-0 11-8-0 18-5-8 6-9-8 1-8-1411-5-910.00 12 Plate Offsets (X,Y)-- [10:0-4-4,0-2-0], [25:0-3-0,0-3-0] 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) 0.94 0.47 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 15-16: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 7-24,6-25,5-26,4-27,3-28,2-29: 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.): 10-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-16, 14-17, 13-18, 12-19, 11-20, 10-21, 9-22, 8-23 REACTIONS.All bearings 18-5-8. (lb) - Max Horz 30=321(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 30, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27 except 29=-675(LC 6) Max Grav All reactions 250 lb or less at joint(s) 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29 except 30=800(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-482/42, 1-2=-535/53, 2-3=-322/31, 3-4=-290/28 WEBS 2-29=-74/322 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27 except (jt=lb) 29=675. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss GE07 Truss Type Roof Special Structural Gable Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904004 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-3iJmLOUOA8ww4w6Ge6laLihoD?tlbmNma7g2ZozUjZA Scale = 1:94.0 1 2 3 4 5 614 13 12 11 109 8 7 6x6 4x6 3x6 4x6 2x4 3x4 5x6 3x8 3x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-1-0 1-1-0 2-0-0 0-11-0 5-10-10 3-10-10 10-8-5 4-9-10 14-7-0 3-10-11 1-1-0 1-1-0 5-10-10 4-9-10 10-8-5 4-9-10 14-7-0 3-10-11 8-4-59-3-212-3-21-0-23-0-010.00 12 10.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.23 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.00 -0.00 (loc) 8-9 8-9 8 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 115 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-13,1-13: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 7-8. WEBS 1 Row at midpt 2-13, 1-13 REACTIONS.All bearings 8-8-5 except (jt=length) 7=0-3-8. (lb) - Max Horz 12=-369(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 12, 11, 10 except 9=-116(LC 7) Max Grav All reactions 250 lb or less at joint(s) 7, 8, 12, 11 except 8=270(LC 11), 9=637(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-253/186 BOT CHORD 11-12=-179/303, 10-11=-179/303, 9-10=-179/303 WEBS 2-13=-253/208, 3-9=-499/153 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 12, 11, 10 except (jt=lb) 9=116. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss GE08 Truss Type Roof Special Structural Gable Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904005 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-3iJmLOUOA8ww4w6Ge6laLihp3?rQbjsma7g2ZozUjZA Scale = 1:38.0 1 2 3 4 5 8 7 6 4x6 3x6 3x4 2x4 3x4 2x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-9-6 5-9-6 11-0-0 5-2-10 13-8-8 2-8-8 -0-10-8 0-10-8 5-9-6 5-9-6 11-0-0 5-2-10 13-8-8 2-8-8 0-4-84-11-82-3-05.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-1-8], [4:0-3-15,0-2-0], [13:0-1-14,0-1-0] 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) 0.35 0.38 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.10 0.02 0.02 (loc) 2-8 2-8 6 2-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 62 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 5-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=600/0-3-8, 6=534/0-3-8 Max Horz 2=154(LC 5) Max Uplift2=-69(LC 6), 6=-31(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-929/135, 3-4=-356/91, 4-5=-413/104, 5-6=-515/84 BOT CHORD 2-8=-102/796, 7-8=-102/796 WEBS 3-7=-594/144, 5-7=-13/317 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss GE09 Truss Type Roof Special Structural Gable Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904006 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-Yut9YkV1xS2nh4hTBqGpuwD_oOAJKA9vonPc6EzUjZ9 Scale = 1:38.0 1 2 3 4 5 6 9 8 7 4x6 3x6 2x4 3x4 2x4 3x6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-9-6 5-9-6 11-0-0 5-2-10 14-8-0 3-8-0 -0-10-8 0-10-8 5-9-6 5-9-6 11-0-0 5-2-10 14-8-0 3-8-0 15-6-8 0-10-8 0-4-84-11-81-3-85.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-3-15,0-2-0], [14:0-1-14,0-1-0] 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) 0.35 0.40 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.10 0.02 0.02 (loc) 2-9 2-9 7 2-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 66 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 5-5-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=636/0-3-8, 7=636/0-3-8 Max Horz 2=130(LC 5) Max Uplift2=-72(LC 6), 7=-36(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1017/142, 3-4=-448/103, 4-5=-562/111, 5-7=-604/120 BOT CHORD 2-9=-59/876, 8-9=-59/876 WEBS 3-8=-590/137, 4-8=-22/299, 5-8=-12/319 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss GE10 Truss Type GABLE Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904007 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-04RXm4WfimAeJDGflXn2R7m7MoXi3fG31R99egzUjZ8 Scale = 1:75.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 414244 43 45 3x4 3x6 3x6 3x4 3x6 28-3-2 28-3-2 10-5-5 10-5-5 17-9-13 7-4-8 28-3-2 10-5-5 0-0-410-5-50-0-410-5-512.00 12 Plate Offsets (X,Y)-- [9:0-2-8,Edge], [15:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.49 0.32 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 23 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 194 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-15: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 10-33,8-34,7-35,14-31,16-30,17-29: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 9-15. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-34, 7-35, 16-30, 17-29 JOINTS 1 Brace at Jt(s): 41, 44, 45 REACTIONS.All bearings 28-3-2. (lb) - Max Horz 1=-236(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 23, 33, 35, 36, 37, 38, 39, 40, 31, 29, 28, 27, 26, 25, 24 except 34=-146(LC 11), 30=-146(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 23, 34, 35, 36, 37, 38, 39, 40, 30, 29, 28, 27, 26, 25, 24 except 33=563(LC 10), 31=563(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-264/133 WEBS 33-44=-273/108, 10-44=-251/99, 31-45=-273/107, 14-45=-251/97 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 23, 33, 35, 36, 37, 38, 39, 40, 31, 29, 28, 27, 26, 25, 24 except (jt=lb) 34=146, 30=146. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss M01 Truss Type MONOPITCH Qty 3 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904008 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-04RXm4WfimAeJDGflXn2R7m7UoYJ3gh31R99egzUjZ8 Scale = 1:83.0 1 2 3 4 6 57 8 2x4 2x4 3x6 3x6 5x6 8-3-0 8-3-0 -0-10-8 0-10-8 2-9-0 2-9-0 8-3-0 5-6-0 3-1-411-4-411-0-120-3-811-4-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.48 0.28 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.33 -0.00 0.00 (loc) 5-6 5-6 5 5-6 l/defl >728 >293 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.(lb/size) 6=435/0-3-8, 5=346/0-1-8 Max Horz 6=335(LC 6) Max Uplift5=-259(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-147/289, 3-6=-288/0 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, with BCDL = 10.0psf. 4) Bearing at joint(s) 5 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) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=259. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss M02 Truss Type MONOPITCH Qty 5 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904009 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-UH?vzQWHT3JVxNrrJFIHzLJOnCwQoAFCG4uiA6zUjZ7 Scale = 1:42.9 1 2 3 5 4 2x4 2x4 3x6 3x4 3-4-0 3-4-0 -0-10-8 0-10-8 3-4-0 3-4-0 3-1-46-5-46-1-120-3-86-5-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.10 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=193/0-3-8, 4=111/0-1-8 Max Horz 5=183(LC 6) Max Uplift4=-198(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-24/276 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) except (jt=lb) 4=198. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss PB01 Truss Type Piggyback Qty 21 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904010 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-UH?vzQWHT3JVxNrrJFIHzLJNUCvtoA6CG4uiA6zUjZ7 Scale = 1:53.4 1 2 3 4 5 67 10 9 81112 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 16-7-15 16-7-15 8-4-0 8-4-0 16-7-15 8-4-0 0-4-136-11-50-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [6:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.14 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 7 7 6 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 54 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 15-4-13. (lb) - Max Horz 2=-121(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2 except 10=-107(LC 6), 8=-107(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=310(LC 1), 10=326(LC 10), 8=326(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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 10=107, 8=107. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss PB02 Truss Type Piggyback Qty 7 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904011 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-UH?vzQWHT3JVxNrrJFIHzLJNPCweoAuCG4uiA6zUjZ7 Scale = 1:44.7 1 2 3 4 6 5 2x4 2x4 2x4 2x4 2x4 7-3-0 7-3-00-4-136-0-80-1-85-11-00-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0] 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) 0.15 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 5 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=113/6-7-7, 2=114/6-7-7, 6=314/6-7-7 Max Horz 2=180(LC 6) Max Uplift5=-40(LC 6), 6=-113(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) 5 except (jt=lb) 6=113. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss PB03 Truss Type Piggyback Qty 3 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904012 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-yTZHBmXvDNRMYXQ2tyqWWYrZ5cGdXedMUkeGiZzUjZ6 Scale = 1:30.6 1 2 3 45 6 4x6 3x4 3x4 2x4 7-4-8 7-4-8 3-8-4 3-8-4 7-4-8 3-8-4 0-5-33-8-40-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-6], [4:0-4-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 22 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=167/6-3-2, 4=167/6-3-2, 6=207/6-3-2 Max Horz 2=76(LC 5) Max Uplift2=-23(LC 6), 4=-28(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) 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss PB04 Truss Type Piggyback Qty 15 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904013 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-yTZHBmXvDNRMYXQ2tyqWWYrazcHsXe1MUkeGiZzUjZ6 Scale = 1:15.2 1 2 3 45 6 4x6 2x4 2x4 2x4 4-2-8 4-2-8 2-1-4 2-1-4 4-2-8 2-1-4 0-5-32-1-40-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.03 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 12 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 4-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=80/3-1-2, 4=80/3-1-2, 6=71/3-1-2 Max Horz 2=-31(LC 4) Max Uplift2=-18(LC 6), 4=-21(LC 7) Max Grav 2=80(LC 1), 4=80(LC 1), 6=75(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss PB05 Truss Type Piggyback Qty 6 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904014 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:01:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-yTZHBmXvDNRMYXQ2tyqWWYra0cHtXe0MUkeGiZzUjZ6 Scale = 1:14.1 1 2 3 45 6 4x6 2x4 2x4 2x4 3-9-12 3-9-12 1-10-14 1-10-14 3-9-12 1-10-14 0-5-31-10-140-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.03 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 10 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 3-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=90/2-8-6, 4=90/2-8-6, 6=77/2-8-6 Max Horz 2=-34(LC 4) Max Uplift2=-22(LC 6), 4=-25(LC 7) Max Grav 2=90(LC 1), 4=90(LC 1), 6=82(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904015 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-Qf7fO6YX_hZDAh?EQfLl2mOkC0diG4uVjONpF?zUjZ5 Scale = 1:53.4 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-7-15 16-7-15 8-4-0 8-4-0 16-7-15 8-4-0 0-4-136-11-50-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [12:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.05 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 12 13 12 12 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 76 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 15-4-13. (lb) - Max Horz 2=-152(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 21, 22, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 12, 18, 19, 20, 21, 22, 17, 16, 15, 14 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, 19, 20, 21, 22, 17, 16, 15, 14. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904016 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-Qf7fO6YX_hZDAh?EQfLl2mOjf0c4G5sVjONpF?zUjZ5 Scale = 1:41.9 1 2 3 4 5 6 10 9 8 7 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-9-8 6-9-80-4-135-7-140-1-85-6-60-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0] 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) 0.17 0.09 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 7 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-1-15. (lb) - Max Horz 2=156(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8, 9, 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss T01 Truss Type Piggyback Base Qty 4 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904017 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-ush2cSZ9l_h4orZQ_Ns_bzxhQPm2?Tyey27NnRzUjZ4 Scale = 1:89.9 1 2 3 4 5 6 7 12 11 10 9 813 14 15 16 17 4x6 4x8 3x4 3x8 3x8 4x6 3x6 4x6 3x4 4x8 4x8 10-1-2 10-1-2 13-10-14 3-9-12 24-0-0 10-1-2 -0-10-8 0-10-8 4-6-0 4-6-0 10-1-2 5-7-2 13-10-14 3-9-12 19-6-0 5-7-2 24-0-0 4-6-0 1-10-1412-0-01-10-1412-0-012.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [5:0-6-4,0-1-12] 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) 0.93 0.87 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.32 -0.76 0.03 0.02 (loc) 8-9 8-9 8 9 l/defl >900 >375 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 138 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-11,5-11,5-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 5-11, 6-9, 3-12, 6-8 REACTIONS.(lb/size) 12=1190/0-3-8, 8=1131/0-3-8 Max Horz 12=305(LC 5) Max Uplift12=-48(LC 6), 8=-18(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-273/136, 3-4=-959/202, 4-5=-589/202, 5-6=-967/202, 6-7=-262/85, 2-12=-311/142 BOT CHORD 12-13=-176/647, 13-14=-176/647, 11-14=-176/647, 11-15=-32/593, 10-15=-32/593, 9-10=-32/593, 9-16=0/655, 16-17=0/655, 8-17=0/655 WEBS 4-11=-54/328, 5-9=-62/346, 3-12=-877/27, 6-8=-896/67 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss T02 Truss Type PIGGYBACK BASE Qty 9 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904018 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-M2EQpoanWIpwP?8dY4ND8BTuZp8dkojoBiswJuzUjZ3 Scale = 1:89.7 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 1019 20 21 22 4x6 6x10 3x6 6x10 2x4 3x6 3x6 3x6 3x6 5x8 2x4 3x6 5x6 3x6 2x4 4x6 3x6 5-8-0 5-8-0 11-8-0 6-0-0 20-0-0 8-4-0 28-2-4 8-2-4 28-4-0 0-1-12 34-4-0 6-0-0 40-0-0 5-8-0 5-8-0 5-8-0 11-8-0 6-0-0 20-0-0 8-4-0 28-4-0 8-4-0 34-4-0 6-0-0 40-0-0 5-8-0 40-10-8 0-10-8 1-8-1411-5-91-8-1411-5-910.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [3:0-5-12,0-1-0], [6:0-5-12,0-1-0], [7:0-3-0,0-3-0], [8:0-3-0,0-1-12] 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 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.78 0.72 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.33 0.03 0.04 (loc) 14-16 14-16 10 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 213 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-17,7-11,1-18,1-17,8-10,8-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-13 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-14. WEBS 1 Row at midpt 2-16, 3-14, 4-14, 6-14, 6-12, 7-12 REACTIONS.(lb/size) 18=1290/Mechanical, 12=2053/0-3-8, 10=507/0-3-8 Max Horz 18=-266(LC 4) Max Uplift18=-25(LC 6), 12=-135(LC 4), 10=-139(LC 7) Max Grav 18=1300(LC 10), 12=2053(LC 1), 10=526(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1409/124, 2-3=-1236/205, 3-4=-750/200, 4-5=-749/200, 5-6=-750/200, 7-8=-428/174, 1-18=-1247/103, 8-10=-476/164 BOT CHORD 17-18=-241/281, 17-19=-208/1012, 16-19=-208/1012, 15-16=-161/861, 15-20=-161/861, 14-20=-161/861, 12-22=-20/256, 11-22=-20/256 WEBS 3-16=-30/481, 4-14=-576/239, 6-14=-172/1306, 6-12=-1459/171, 7-12=-380/275, 1-17=-4/981 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 right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) 18 except (jt=lb) 12=135, 10=139. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss T03 Truss Type Piggyback Base Qty 6 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904019 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-M2EQpoanWIpwP?8dY4ND8BTt8p6Okr?oBiswJuzUjZ3 Scale = 1:89.7 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 1019 20 21 22 4x6 6x8 3x6 6x8 3x4 3x6 4x6 3x8 3x6 4x8 2x4 3x6 5x8 3x8 3x4 4x6 3x6 5-8-0 5-8-0 11-8-0 6-0-0 20-0-0 8-4-0 28-4-0 8-4-0 34-4-0 6-0-0 34-4-4 0-0-4 40-0-0 5-7-12 5-8-0 5-8-0 11-8-0 6-0-0 20-0-0 8-4-0 28-4-0 8-4-0 34-4-0 6-0-0 40-0-0 5-8-0 40-10-8 0-10-8 1-8-1411-5-91-8-1411-5-910.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-4-4,0-1-4], [6:0-4-4,0-1-4], [7:0-4-0,0-3-0], [8:0-3-0,0-1-8], [11:0-3-8,0-1-8], [17:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.87 0.87 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.36 0.05 0.04 (loc) 14-16 14-16 10 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 213 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-17,7-11,1-18,1-17,8-10,8-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-6 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 3-14, 4-14, 6-14, 6-12, 7-11 REACTIONS.(lb/size) 18=1626/0-3-8, 11=1923/0-3-8, 10=301/0-3-8 Max Horz 18=-289(LC 4) Max Uplift18=-30(LC 6), 11=-64(LC 7), 10=-91(LC 7) Max Grav 18=1626(LC 1), 11=1923(LC 1), 10=318(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1791/166, 2-3=-1676/249, 3-4=-1329/258, 4-5=-1328/258, 5-6=-1329/258, 6-7=-1168/215, 1-18=-1573/134, 8-10=-272/78 BOT CHORD 17-18=-256/292, 17-19=-219/1305, 16-19=-219/1305, 15-16=-171/1198, 15-20=-171/1198, 14-20=-171/1198, 14-21=-71/797, 13-21=-71/797, 12-13=-71/797 WEBS 3-16=-29/439, 3-14=-183/324, 4-14=-572/238, 6-14=-168/927, 6-12=-428/153, 7-12=-84/1058, 7-11=-1740/155, 1-17=-18/1281 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; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11, 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss T04 Truss Type Piggyback Base Qty 2 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904020 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-qEoo08aQHcxn18jp6ouSgO02gDRfTF8xPMcTsKzUjZ2 Scale = 1:89.7 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 1019 20 21 22 4x6 6x8 3x6 6x8 3x4 3x6 3x6 3x12 3x4 3x8 2x4 3x4 5x6 3x12 3x4 4x6 3x6 5-8-0 5-8-0 11-8-0 6-0-0 20-0-0 8-4-0 28-4-0 8-4-0 34-4-0 6-0-0 40-0-0 5-8-0 5-8-0 5-8-0 11-8-0 6-0-0 20-0-0 8-4-0 28-4-0 8-4-0 34-4-0 6-0-0 40-0-0 5-8-0 40-10-8 0-10-8 1-8-1411-5-91-8-1411-5-910.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-4-8,0-1-8], [6:0-4-8,0-1-8], [7:0-3-0,0-3-0], [8:0-2-12,0-1-8], [11:0-3-8,0-1-8], [17:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.88 0.93 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.42 0.09 0.05 (loc) 14-16 14-16 10 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 213 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-17,7-11,1-18,1-17,8-10,8-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-4 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 3-14, 4-14, 6-14, 7-12 REACTIONS.(lb/size) 18=1894/0-3-8, 10=1956/0-3-8 Max Horz 18=-289(LC 4) Max Uplift18=-28(LC 6), 10=-59(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2104/186, 2-3=-2037/273, 3-4=-1804/288, 4-5=-1803/289, 5-6=-1804/288, 6-7=-2034/273, 7-8=-2104/193, 1-18=-1839/152, 8-10=-1901/184 BOT CHORD 17-18=-255/292, 17-19=-209/1545, 16-19=-209/1545, 15-16=-160/1474, 15-20=-160/1474, 14-20=-160/1474, 14-21=-45/1473, 13-21=-45/1473, 12-13=-45/1473, 12-22=0/1539, 11-22=0/1539 WEBS 3-16=-30/408, 3-14=-181/639, 4-14=-569/239, 6-14=-180/640, 6-12=-30/403, 1-17=-34/1526, 8-11=-0/1509 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss T05 Truss Type Roof Special Qty 5 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904021 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-qEoo08aQHcxn18jp6ouSgO07lDWUTFnxPMcTsKzUjZ2 Scale = 1:71.4 1 2 3 4 5 6 10 9 8 7 3x4 4x8 4x6 5x8 3x6 4x10 3x8 3x6 2x4 4-1-8 4-1-8 7-8-0 3-6-8 12-10-10 5-2-10 18-8-0 5-9-6 4-1-8 4-1-8 7-8-0 3-6-8 12-10-10 5-2-10 18-8-0 5-9-6 19-6-8 0-10-8 1-2-08-10-00-4-83-10-812.00 12 5.00 12 12.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-8], [3:0-3-15,0-2-0], [5:0-2-14,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.62 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.36 0.39 0.13 (loc) 9 8-9 5 9 l/defl >999 >614 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=733/0-3-0, 5=798/0-3-8 Max Horz 10=-152(LC 4) Max Uplift10=-15(LC 7), 5=-73(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-798/188, 1-2=-3011/454, 2-3=-1051/164, 3-4=-864/142, 4-5=-1411/168 BOT CHORD 9-10=-244/268, 8-9=-345/1867, 7-8=-85/1236, 5-7=-85/1236 WEBS 1-9=-265/2378, 2-9=-268/1568, 2-8=-1220/348, 3-8=-82/757, 4-8=-569/118 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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss T06 Truss Type PIGGYBACK BASE Qty 7 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904022 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-JRMAETb22v3efII?fVPhDcZJ0dr6Cng5e0L1OmzUjZ1 Scale = 1:87.2 1 2 3 4 9 8 7 6 510 11 4x6 3x4 3x6 3x4 3x6 3x6 3x6 3x4 4x8 5-11-12 5-11-12 11-8-0 5-8-4 18-11-0 7-3-0 5-11-12 5-11-12 11-8-0 5-8-4 18-11-0 7-3-0 1-8-1411-5-910.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.46 0.59 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.22 0.01 0.01 (loc) 5-6 5-6 5 6-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-8,1-9,1-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 2-6, 3-5 REACTIONS.(lb/size) 5=915/Mechanical, 9=849/0-3-8 Max Horz 9=321(LC 6) Max Uplift5=-112(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-882/0, 2-3=-622/48, 1-9=-795/0 BOT CHORD 8-9=-327/73, 7-8=-196/601, 7-10=-196/601, 6-10=-196/601, 6-11=-84/396, 5-11=-84/396 WEBS 2-6=-315/179, 3-6=-46/545, 3-5=-714/154, 1-8=0/546 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) except (jt=lb) 5=112. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss T07 Truss Type Roof Special Qty 3 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904023 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-JRMAETb22v3efII?fVPhDcZK?dssChU5e0L1OmzUjZ1 Scale = 1:94.0 1 2 3 4 5 611 10 9 8 7 3x6 4x6 3x6 5x6 3x4 2x4 5x8 3x8 3x6 4x6 3x12 1-1-0 1-1-0 5-10-10 4-9-10 10-8-5 4-9-10 14-7-0 3-10-11 1-1-0 1-1-0 5-10-10 4-9-10 10-8-5 4-9-10 14-7-0 3-10-11 8-4-59-3-212-3-21-0-23-0-010.00 12 10.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.55 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.27 0.24 0.04 (loc) 8 8-9 7 8 l/defl >999 >634 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 89 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-10,1-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 1-11 REACTIONS.(lb/size) 7=572/0-3-8, 11=572/0-3-0 Max Horz 11=-327(LC 7) Max Uplift11=-111(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-486/0, 4-5=-629/0, 5-6=-2241/0, 6-7=-627/3, 1-11=-533/88 BOT CHORD 10-11=-44/326, 9-10=0/445, 8-9=0/1509 WEBS 3-10=-552/112, 3-9=0/407, 5-8=0/1052, 6-8=0/1750, 1-10=-101/493, 5-9=-1091/22 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) 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=111. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss T08 Truss Type ROOF SPECIAL Qty 4 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904024 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-ndwYRpcgpDBVGStBDDwwlp5VI1AEx8WEtg5awDzUjZ0 Scale = 1:73.6 1 2 3 4 5 9 8 7 6 3x6 4x6 5x12 3x4 3x6 2x4 3x12 8x8 5x6 1-1-0 1-1-0 10-4-12 9-3-12 14-7-0 4-2-4 1-1-0 1-1-0 5-8-14 4-7-14 10-4-12 4-7-14 14-7-0 4-2-4 8-4-51-6-09-3-21-6-010.00 12 Plate Offsets (X,Y)-- [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.43 0.67 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.61 0.02 0.05 (loc) 7-8 7-8 6 7-8 l/defl >817 >283 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-8,1-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-8, 1-9 REACTIONS.(lb/size) 6=572/0-3-8, 9=572/0-3-0 Max Horz 9=-161(LC 4) Max Uplift9=-35(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2049/0, 1-9=-726/16 BOT CHORD 7-8=0/403, 6-7=0/1411 WEBS 3-8=-470/151, 3-7=0/1659, 4-7=-1093/59, 4-6=-1385/0, 1-8=-26/660 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss T09 Truss Type ROOF SPECIAL Qty 3 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904025 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-ndwYRpcgpDBVGStBDDwwlp5XG1FIxFKEtg5awDzUjZ0 Scale = 1:38.0 1 2 3 4 5 8 7 6 4x6 3x6 3x4 2x4 3x4 2x4 3x8 5-9-6 5-9-6 11-0-0 5-2-10 13-8-8 2-8-8 -0-10-8 0-10-8 5-9-6 5-9-6 11-0-0 5-2-10 13-8-8 2-8-8 0-4-84-11-82-3-05.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-1-8], [4:0-3-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.30 0.34 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.10 0.02 0.02 (loc) 2-8 2-8 6 2-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 51 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 5-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=600/0-3-8, 6=534/0-3-8 Max Horz 2=124(LC 5) Max Uplift2=-66(LC 6), 6=-34(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-929/124, 3-4=-356/80, 4-5=-413/89, 5-6=-515/87 BOT CHORD 2-8=-149/796, 7-8=-149/796 WEBS 3-7=-594/144, 5-7=-19/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss T10 Truss Type Roof Special Qty 2 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904026 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-ndwYRpcgpDBVGStBDDwwlp5WX1EQxFNEtg5awDzUjZ0 Scale = 1:38.0 1 2 3 4 5 6 9 8 7 4x6 3x6 2x4 3x4 2x4 3x6 3x8 5-9-6 5-9-6 11-0-0 5-2-10 14-8-0 3-8-0 -0-10-8 0-10-8 5-9-6 5-9-6 11-0-0 5-2-10 14-8-0 3-8-0 15-6-8 0-10-8 0-4-84-11-81-3-85.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-3-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.35 0.40 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.10 0.02 0.02 (loc) 2-9 2-9 7 2-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=636/0-3-8, 7=636/0-3-8 Max Horz 2=130(LC 5) Max Uplift2=-72(LC 6), 7=-36(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1017/142, 3-4=-448/103, 4-5=-562/111, 5-7=-604/120 BOT CHORD 2-9=-59/876, 8-9=-59/876 WEBS 3-8=-590/137, 4-8=-22/299, 5-8=-12/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss T11 Truss Type Roof Special Qty 2 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904027 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-FpUxf9dIaXJMucSOnwS9I1ejpQcSgiDO5Kq8SfzUjZ? Scale = 1:112.5 1 2 3 4 5 6 7 8 12 11 10 9 2x4 3x6 3x6 4x6 5x12 2x4 3x6 3x6 2x4 3x6 4-10-6 4-10-6 9-5-4 4-6-14 14-8-0 5-2-12 -0-10-8 0-10-8 4-10-6 4-10-6 9-5-4 4-6-14 11-0-0 1-6-12 14-8-0 3-8-0 15-6-8 0-10-8 3-1-414-1-41-3-89-1-1212.00 12 12.00 12 Plate Offsets (X,Y)-- [10:0-7-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.28 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.10 0.05 (loc) 10-11 10-11 9 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 76 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 5-8-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-8-12 oc bracing. REACTIONS.(lb/size) 12=636/0-3-8, 9=636/0-3-8 Max Horz 12=316(LC 6) Max Uplift9=-146(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-612/278, 2-3=-1016/342, 3-4=-912/364, 4-5=-997/306, 5-6=-938/449, 6-7=-569/210, 7-9=-582/176 BOT CHORD 11-12=-438/245, 10-11=-583/947 WEBS 2-11=-108/676, 4-11=-292/123, 6-10=-460/903, 7-10=-120/293 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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=146. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss T12 Truss Type Roof Special Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904028 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-FpUxf9dIaXJMucSOnwS9I1eiWQdWgmFO5Kq8SfzUjZ? Scale = 1:112.5 1 2 3 4 5 6 7 8 13 12 11 10 9 2x4 3x6 3x6 4x6 5x6 2x4 3x6 3x6 3x6 4x6 3x8 4-10-6 4-10-6 9-5-4 4-6-14 11-0-0 1-6-12 11-1-12 0-1-12 14-8-0 3-6-4 -0-10-8 0-10-8 4-10-6 4-10-6 9-5-4 4-6-14 11-0-0 1-6-12 14-8-0 3-8-0 15-6-8 0-10-8 3-1-414-1-41-3-89-1-1212.00 12 12.00 12 Plate Offsets (X,Y)-- [7:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.21 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.02 0.02 (loc) 12-13 12-13 9 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 78 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 13=426/0-3-8, 9=-13/0-3-8, 10=860/0-3-8 Max Horz 13=316(LC 6) Max Uplift13=-26(LC 4), 9=-140(LC 10), 10=-326(LC 6) Max Grav 13=426(LC 1), 9=107(LC 11), 10=860(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-402/211, 2-3=-547/177, 3-4=-442/198, 6-7=-100/291 BOT CHORD 12-13=-438/245, 11-12=-407/481 WEBS 2-12=0/323, 4-11=-351/323, 5-10=-353/237, 6-10=-407/92 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) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 9=140, 10=326. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss T13 Truss Type Roof Special Qty 3 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904029 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-j02JsVdwLqRDWm1aLdzOrEBtLqzjPDPXK_ah?5zUjZ_ Scale = 1:112.5 1 2 3 4 5 6 11 10 9 8 7 2x4 3x8 4x6 5x6 2x4 3x6 3x6 3x6 5x6 3x8 4-10-6 4-10-6 9-5-4 4-6-14 11-0-0 1-6-12 11-1-12 0-1-12 14-8-0 3-6-4 4-10-6 4-10-6 9-5-4 4-6-14 11-0-0 1-6-12 14-8-0 3-8-0 15-6-8 0-10-8 3-1-414-1-41-3-89-1-1212.00 12 12.00 12 Plate Offsets (X,Y)-- [1:0-3-7,Edge], [5:0-3-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.22 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 0.02 0.02 (loc) 10-11 10-11 7 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 11=361/0-3-8, 7=-13/0-3-8, 8=863/0-3-8 Max Horz 11=294(LC 5) Max Uplift11=-29(LC 4), 7=-140(LC 10), 8=-310(LC 6) Max Grav 11=361(LC 1), 7=107(LC 11), 8=863(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-337/144, 1-2=-553/174, 4-5=-94/292 BOT CHORD 10-11=-397/258, 9-10=-391/493 WEBS 1-10=-5/332, 2-9=-360/310, 3-9=-126/253, 3-8=-354/228, 4-8=-410/87 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 7=140, 8=310. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 3 207 BRIDGEMONT Job Reference (optional) I32904030 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-BCch4reY68Z47wcmuLUdNSj_ZEDb8U2gZeJEWXzUjYz Scale = 1:85.4 1 2 3 4 5 6 13 12 11 10 9 8 714 15 16 17 18 19 20 21 22 23 5x6 6x6 5x6 4x6 3x6 4x8 3x6 8x10 6x6 6x8 3x8 8x10 3x6 5-2-5 5-2-5 10-1-2 4-10-13 13-10-14 3-9-12 18-9-11 4-10-13 24-0-0 5-2-5 5-2-5 5-2-5 10-1-2 4-10-13 13-10-14 3-9-12 18-9-11 4-10-13 24-0-0 5-2-5 1-10-1412-0-01-10-1412-0-012.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-8], [4:0-2-8,Edge], [6:0-2-12,0-1-8], [8:0-3-8,0-4-0], [12:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.62 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.18 0.03 0.04 (loc) 10-12 10-12 7 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 520 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 3-10,3-9,4-9,1-13,6-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 13=8136/0-3-8, 7=8540/0-3-8 Max Horz 13=287(LC 4) Max Uplift13=-223(LC 5), 7=-228(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7724/264, 2-3=-6331/322, 3-4=-4477/277, 4-5=-6379/324, 5-6=-7956/267, 1-13=-7155/220, 6-7=-7353/222 BOT CHORD 13-14=-289/339, 14-15=-289/339, 12-15=-289/339, 12-16=-276/5385, 11-16=-276/5385, 11-17=-276/5385, 10-17=-276/5385, 10-18=-189/4436, 18-19=-189/4436, 9-19=-189/4436, 9-20=-109/5547, 20-21=-109/5547, 8-21=-109/5547, 8-22=-22/400, 22-23=-22/400, 7-23=-22/400 WEBS 2-12=-39/2040, 2-10=-1670/216, 3-10=-195/4050, 4-9=-183/4180, 5-9=-1876/217, 5-8=-44/2341, 1-12=-104/5298, 6-8=-107/5404 NOTES- 1) 3-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 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=223, 7=228. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1280 lb down and 37 lb up at 1-11-4, 1280 lb down and 37 lb up at 3-11-4, 1280 lb down and 37 lb up at 5-11-4, 1280 lb down and 37 lb up at 7-11-4, 1269 lb down and 37 lb up at 9-11-4, 1250 lb down and 37 lb up at 11-11-4, 1280 lb down and 37 lb up at 13-11-4, 1280 lb down and 37 lb up at 15-11-4, 1280 lb down and 37 lb up at 17-11-4, and 1606 lb down and 42 lb up at 19-11-4, and 1606 lb down and 42 lb up at 21-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 3 207 BRIDGEMONT Job Reference (optional) I32904030 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:08 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-BCch4reY68Z47wcmuLUdNSj_ZEDb8U2gZeJEWXzUjYz LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 10-13=-20, 10-19=-60, 7-19=-20 Concentrated Loads (lb) Vert: 11=-1280(F) 9=-1280(F) 14=-1280(F) 15=-1280(F) 16=-1280(F) 17=-1269(F) 18=-1250(F) 20=-1280(F) 21=-1280(F) 22=-1606 23=-1606 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801203 Truss TG02 Truss Type Flat Girder Qty 1 Ply 2 207 BRIDGEMONT Job Reference (optional) I32904031 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-BCch4reY68Z47wcmuLUdNSj_OELj8bxgZeJEWXzUjYz Scale = 1:39.0 1 2 3 6 5 4 7 8 9 10 11 12 13 14 15 2x4 4x6 2x4 4x10 2x4 4x6 5-4-0 5-4-0 10-8-0 5-4-0 5-4-0 5-4-0 10-8-0 5-4-0 5-3-4LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.10 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 0.00 0.03 (loc) 5 5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 151 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=3265/Mechanical, 4=2737/Mechanical Max Uplift6=-560(LC 3), 4=-547(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-3098/381, 1-7=-1485/368, 7-8=-1485/368, 8-9=-1485/368, 2-9=-1485/368, 2-10=-1485/368, 10-11=-1485/368, 3-11=-1485/368, 3-4=-2576/380 WEBS 1-5=-492/1984, 2-5=-2386/78, 3-5=-492/1988 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) except (jt=lb) 6=560, 4=547. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 710 lb down and 13 lb up at 0-1-12, 699 lb down and 13 lb up at 0-6-12, 685 lb down and 13 lb up at 2-6-12, 685 lb down and 13 lb up at 4-6-12, 685 lb down and 13 lb up at 6-6-12, and 685 lb down and 13 lb up at 8-6-12, and 710 lb down and 14 lb up at 10-6-4 on top chord, and 95 lb down and 207 lb up at 1-3-1, 95 lb down and 207 lb up at 3-3-1, 95 lb down and 207 lb up at 5-3-1, and 95 lb down and 207 lb up at 7-3-1, and 95 lb down and 207 lb up at 9-3-1 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=-48, 4-6=-16 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss TG02 Truss Type Flat Girder Qty 1 Ply 2 207 BRIDGEMONT Job Reference (optional) I32904031 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:08 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-BCch4reY68Z47wcmuLUdNSj_OELj8bxgZeJEWXzUjYz LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-710(B) 5=-95 3=-710(B) 7=-699(B) 8=-685(B) 9=-685(B) 10=-685(B) 11=-685(B) 12=-95 13=-95 14=-95 15=-95 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801203 Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 207 BRIDGEMONT Job Reference (optional) I32904032 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-fOA3HBfAtShxl3BzS2?swfG3TeT6t?6qoI3o2_zUjYy Scale = 1:64.7 1 2 3 6 5 4 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 3x4 5x8 3x4 10x10 2x4 5x8 7-2-8 7-2-8 14-5-0 7-2-8 7-2-8 7-2-8 14-5-0 7-2-8 9-1-12LOADING (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) 0.93 0.99 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.26 0.00 0.08 (loc) 4-5 4-5 4 4-5 l/defl >999 >647 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 240 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-6, 3-4 REACTIONS.(lb/size) 6=5179/Mechanical, 4=5973/Mechanical Max Horz 6=251(LC 4) Max Uplift6=-772(LC 3), 4=-745(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-4091/663, 1-7=-2769/411, 7-8=-2769/411, 8-9=-2769/411, 2-9=-2769/411, 2-10=-2769/411, 10-11=-2769/411, 11-12=-2769/411, 12-13=-2769/411, 3-13=-2769/411, 3-4=-4390/570 WEBS 1-5=-633/4324, 2-5=-2671/403, 3-5=-638/4321 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) 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) except (jt=lb) 6=772, 4=745. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 512 lb down and 117 lb up at 1-9-4, 512 lb down and 117 lb up at 3-9-4, 512 lb down and 117 lb up at 5-9-4, 512 lb down and 41 lb up at 7-9-4, 512 lb down and 41 lb up at 9-9-4, and 512 lb down and 41 lb up at 11-9-4, and 527 lb down and 41 lb up at 13-9-4 on top chord, and 855 lb down and 124 lb up at 1-9-4, 870 lb down and 124 lb up at 3-9-4, 895 lb down and 124 lb up at 5-9-4, 895 lb down and 124 lb up at 7-9-4, 888 lb down and 124 lb up at 9-9-4, and 855 lb down and 124 lb up at 11-9-4, and 870 lb down and 121 lb up at 13-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 207 BRIDGEMONT Job Reference (optional) I32904032 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:09 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-fOA3HBfAtShxl3BzS2?swfG3TeT6t?6qoI3o2_zUjYy LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 6-15=-60, 15-19=-20, 4-19=-60 Concentrated Loads (lb) Vert: 7=-512(F) 8=-512(F) 9=-512(F) 10=-512(F) 11=-512(F) 12=-512(F) 13=-527(F) 14=-855(F) 15=-870(F) 16=-895(F) 17=-895(F) 18=-888(F) 20=-855(F) 21=-870(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801203 Truss V01 Truss Type Valley Qty 2 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904033 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-fOA3HBfAtShxl3BzS2?swfGF5efytA1qoI3o2_zUjYy Scale = 1:29.5 1 2 3 43x4 4x6 3x4 2x4 6-9-14 6-9-14 6-10-2 0-0-4 3-5-1 3-5-1 6-10-2 3-5-1 0-0-43-5-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.23 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=136/6-9-10, 3=136/6-9-10, 4=219/6-9-10 Max Horz 1=71(LC 5) Max Uplift1=-17(LC 7), 3=-17(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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss V02 Truss Type Valley Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904034 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-7bjRUXgpelpoNDl90mW5StpOg2ykcd?z0yoLaQzUjYx Scale = 1:33.8 1 2 3 43x4 4x6 3x4 2x4 0-0-4 0-0-4 7-11-14 7-11-10 3-11-15 3-11-15 7-11-14 3-11-15 0-0-43-11-150-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.32 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=162/7-11-6, 3=162/7-11-6, 4=259/7-11-6 Max Horz 1=85(LC 5) Max Uplift1=-20(LC 7), 3=-20(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss V03 Truss Type Valley Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904035 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-7bjRUXgpelpoNDl90mW5StpQw2_bcZpz0yoLaQzUjYx Scale = 1:87.5 1 2 3 4 5 6 7 13 12 11 10 9 814153x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-3-10 21-3-10 21-3-14 0-0-4 10-7-15 10-7-15 21-3-14 10-7-15 0-0-410-7-150-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.20 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 21-3-6. (lb) - Max Horz 1=-240(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-167(LC 6), 13=-131(LC 6), 9=-167(LC 7), 8=-130(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=379(LC 1), 11=508(LC 10), 13=304(LC 1), 9=505(LC 11), 8=306(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-255/141 WEBS 3-11=-266/217, 5-9=-266/217 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=167, 13=131, 9=167, 8=130. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss V04 Truss Type GABLE Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904036 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-7bjRUXgpelpoNDl90mW5StpOn2zYcZLz0yoLaQzUjYx Scale = 1:52.8 1 2 3 4 5 6 7 13 12 11 10 9 814153x4 4x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-7-2 21-7-2 7-1-5 7-1-5 14-5-13 7-4-8 21-7-2 7-1-5 0-0-47-1-50-0-47-1-512.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-1-12], [5:0-4-4,0-1-12] 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) 0.32 0.27 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-7-2. (lb) - Max Horz 1=-158(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 10, 11 except 13=-158(LC 6), 8=-158(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=448(LC 10), 11=403(LC 10), 13=364(LC 10), 9=401(LC 11), 8=366(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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 10, 11 except (jt=lb) 13=158, 8=158. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss V05 Truss Type Valley Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904037 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-bnHqithRP3xf_NKLaT1K?4LaiRHmL1T7FcYu7szUjYw Scale = 1:74.1 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 17-11-14 17-11-10 8-11-15 8-11-15 17-11-14 8-11-15 0-0-48-11-150-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.40 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.All bearings 17-11-6. (lb) - Max Horz 1=-201(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-201(LC 6), 6=-201(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=377(LC 1), 9=490(LC 10), 6=491(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-307/249, 4-6=-309/249 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, 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) 9=201 , 6=201. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss V06 Truss Type Valley Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904038 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-bnHqithRP3xf_NKLaT1K?4LbnRMJL3p7FcYu7szUjYw Scale = 1:18.1 1 2 3 4 2x4 4x6 2x4 2x4 0-0-4 0-0-4 4-11-2 4-10-14 2-5-9 2-5-9 4-11-2 2-5-9 0-0-42-5-90-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.11 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=101/4-10-10, 3=101/4-10-10, 4=136/4-10-10 Max Horz 1=-49(LC 4) Max Uplift1=-17(LC 7), 3=-17(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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss V07 Truss Type Valley Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904039 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-4zrCvCh3AN3WcXvY7BYZYIujkrdi4UXGUGISfJzUjYv Scale = 1:75.2 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 18-3-2 18-2-14 9-1-9 9-1-9 18-3-2 9-1-9 0-0-49-1-90-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.35 0.42 0.18 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: 66 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.All bearings 18-2-10. (lb) - Max Horz 1=-204(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-205(LC 6), 6=-205(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=373(LC 1), 9=499(LC 10), 6=499(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-313/253, 4-6=-315/254 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, 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) 9=205 , 6=205. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss V08 Truss Type Valley Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904040 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-4zrCvCh3AN3WcXvY7BYZYIuiHric4VtGUGISfJzUjYv Scale = 1:45.3 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 11-3-14 11-3-10 5-7-15 5-7-15 11-3-14 5-7-15 0-0-45-7-150-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.44 0.11 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: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-3-6. (lb) - Max Horz 1=-123(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-150(LC 6), 6=-150(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=299(LC 10), 6=299(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=150, 6=150. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss V09 Truss Type Valley Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904041 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-4zrCvCh3AN3WcXvY7BYZYIuo4rjr4WPGUGISfJzUjYv Scale = 1:8.5 1 2 3 2x4 3x4 2x4 0-0-4 0-0-4 1-8-10 1-8-6 0-10-5 0-10-5 1-8-10 0-10-5 0-0-40-10-50-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.01 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=41/1-8-2, 3=41/1-8-2 Max Horz 1=-12(LC 4) Max Uplift1=-1(LC 7), 3=-1(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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss V10 Truss Type Valley Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904042 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:05:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-LlXuxbwi980EPr5Oha?yk3LcG4JEtlYIO?iFpUzUjVj Scale = 1:46.5 1 2 3 4 5 8 7 69103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 14-7-10 14-7-10 14-7-14 0-0-4 7-3-15 7-3-15 14-7-14 7-3-15 0-0-47-3-150-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.18 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-7-6. (lb) - Max Horz 1=-162(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-161(LC 6), 6=-161(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=379(LC 1), 8=376(LC 10), 6=376(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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=161, 6=161. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss V11 Truss Type Valley Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904043 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-Y9Pa7YihwgBNEhUkhu4o4VRwPF1jpxDPiw1?BlzUjYu Scale = 1:59.0 1 2 3 4 5 8 7 69 103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 14-10-14 14-10-14 14-11-2 0-0-4 7-5-9 7-5-9 14-11-2 7-5-9 0-0-47-5-90-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.23 0.18 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-10-10. (lb) - Max Horz 1=-165(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-163(LC 6), 6=-163(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=380(LC 1), 8=386(LC 10), 6=386(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-253/205, 4-6=-253/205 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=163, 6=163. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss V12 Truss Type Valley Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904044 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-0MzyKujJh_KEsr3wFcb1djz2tfO3YPIZxanZjBzUjYt Scale = 1:46.3 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 11-7-2 11-6-14 5-9-9 5-9-9 11-7-2 5-9-9 0-0-45-9-90-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.44 0.11 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: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-6-10. (lb) - Max Horz 1=-127(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-148(LC 6), 6=-148(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=296(LC 10), 6=296(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=148, 6=148. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss V13 Truss Type Valley Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904045 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-0MzyKujJh_KEsr3wFcb1djz6rfOwYQYZxanZjBzUjYt Scale = 1:22.6 1 2 3 42x4 4x6 2x4 2x4 0-0-4 0-0-4 5-0-10 5-0-6 2-6-5 2-6-5 5-0-10 2-6-5 0-0-42-6-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.18 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=104/5-0-2, 3=104/5-0-2, 4=140/5-0-2 Max Horz 1=51(LC 5) Max Uplift1=-18(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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss V14 Truss Type GABLE Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904046 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-0MzyKujJh_KEsr3wFcb1djz3efMbYOPZxanZjBzUjYt Scale: 3/16"=1' 1 2 3 4 5 6 7 12 11 10 9 83x4 4x6 4x6 3x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 24-11-2 24-11-2 8-9-5 8-9-5 16-1-13 7-4-8 24-11-2 8-9-5 0-0-48-9-50-0-48-9-512.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-1-12], [5:0-4-4,0-1-12], [11:0-3-0,0-3-0] 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) 0.32 0.20 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 2-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 3-11, 5-9 REACTIONS.All bearings 24-11-2. (lb) - Max Horz 1=196(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 11 except 12=-198(LC 6), 8=-198(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=456(LC 11), 11=394(LC 10), 12=483(LC 10), 9=392(LC 11), 8=484(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-10=-254/104, 2-12=-295/246, 6-8=-295/246 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10, 11 except (jt=lb) 12=198, 8=198. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss V15 Truss Type Valley Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904047 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-UYXKYEkxSIS4T_e6pJ6G9wWFD3jBHtDiAEW6GdzUjYs Scale = 1:34.9 1 2 3 43x6 4x6 3x6 2x4 0-0-4 0-0-4 8-3-2 8-2-14 4-1-9 4-1-9 8-3-2 4-1-9 0-0-44-1-90-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.18 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=169/8-2-10, 3=169/8-2-10, 4=267/8-2-10 Max Horz 1=-88(LC 4) Max Uplift1=-18(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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job B18801203 Truss V16 Truss Type Valley Qty 1 Ply 1 207 BRIDGEMONT Job Reference (optional) I32904048 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 15:02:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:kJtFbpepxdocAcfVqDzIGbzx7BY-UYXKYEkxSIS4T_e6pJ6G9wWH53kSHtriAEW6GdzUjYs Scale = 1:17.3 1 2 3 4 2x4 4x6 2x4 2x4 0-0-4 0-0-4 4-7-14 4-7-10 2-3-15 2-3-15 4-7-14 2-3-15 0-0-42-3-150-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.10 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=94/4-7-6, 3=94/4-7-6, 4=127/4-7-6 Max Horz 1=-46(LC 4) Max Uplift1=-16(LC 7), 3=-16(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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.