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HomeMy WebLinkAboutGN010.0 -Truss Layout16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. February 4,2019 Liu, Xuegang Pages or sheets covered by this seal: I36032850 thru I36032906 My license renewal date for the state of Indiana is July 31, 2020. 1900016 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: WF85 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss A1 Truss Type Common Qty 4 Ply 1 WF85 Job Reference (optional) I36032850 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-wV2PQj1yNQEqRUv_fUTi02RnkJRDFk46uuqPaczorGe Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 3x4 4x4 3x4 4x8 5x10 2x4 2x4 3x10 9-7-0 9-7-0 19-2-0 9-7-0 -1-0-0 1-0-0 4-9-11 4-9-11 9-7-0 4-9-5 14-4-5 4-9-5 19-2-0 4-9-11 20-2-0 1-0-0 0-8-010-3-00-8-012.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-4-1], [2:Edge,0-0-7], [8:0-3-8,Edge], [8:0-0-7,0-5-4], [8:0-0-3,0-0-3], [10:0-5-0,0-3-4] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.32 0.75 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.43 0.02 (loc) 2-10 2-10 8 l/defl >999 >520 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2, Right: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=723/0-3-8, 8=728/0-5-8 Max Horz 2=205(LC 11) Max Uplift 2=-11(LC 12), 8=-11(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-728/71, 3-5=-601/115, 5-7=-601/115, 7-8=-726/71 BOT CHORD 2-10=-58/572, 8-10=0/482 WEBS 5-10=-64/570 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-7-0, Exterior(2) 9-7-0 to 12-7-0, Interior(1) 12-7-0 to 20-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 8. This connection is for uplift only and does not consider lateral forces. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G01 Truss Type Monopitch Girder Qty 1 Ply 1 WF85 Job Reference (optional) I36032851 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:15 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-suA9rP2Cv1UYgn3MmuVA5TWAP7CXjgnPMBJWfVzorGc Scale = 1:21.5 1 2 34 2x4 2x4 3x10 HUS26 3-0-0 3-0-0 3-0-0 3-0-0 0-8-03-8-012.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-3], [1:0-2-7,0-4-12], [1:0-5-8,Edge] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.11 0.44 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 1-3 1-3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=642/Mechanical, 1=322/0-3-8 Max Horz 1=93(LC 8) Max Uplift 3=-132(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 3. 7) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 2-0-12 from the left end to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-51, 1-3=-20 Concentrated Loads (lb) Vert: 4=-771(F) February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G02 Truss Type Hip Girder Qty 1 Ply 2 WF85 Job Reference (optional) I36032852 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:16 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-L4kY2l3qgLcPIxeZKc0Peg3KwXZRS6ZYbr33BxzorGb Scale = 1:44.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10161718 4x8 4x8 6x8 4x6 3x6 2x4 3x4 3x10 2x4 3x4 3x6 2x4 6x8 THJA26 LU24 LU24 LU24 LU24 THJA26 3-0-2 3-0-2 5-9-14 2-9-12 11-0-0 5-2-2 16-2-2 5-2-2 18-11-14 2-9-12 22-0-0 3-0-2 -1-0-0 1-0-0 3-0-2 3-0-2 5-9-14 2-9-12 11-0-0 5-2-2 16-2-2 5-2-2 18-11-14 2-9-12 22-0-0 3-0-2 24-4-0 2-4-0 0-8-06-5-150-8-06-5-1512.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-7], [2:0-2-7,0-4-12], [2:0-1-3,0-1-3], [4:0-6-4,0-1-12], [6:0-6-4,0-1-12], [8:0-1-3,0-1-3], [8:0-2-7,0-4-12], [8:Edge,0-2-7] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.27 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.06 0.02 (loc) 12-14 12-14 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 258 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1783/0-3-8, 8=1861/0-3-8 Max Horz 2=-150(LC 6) Max Uplift 2=-927(LC 8), 8=-950(LC 9) Max Grav 2=2024(LC 30), 8=2095(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2482/1192, 3-4=-2435/1283, 4-5=-2149/1135, 5-6=-2149/1135, 6-7=-2416/1275, 7-8=-2449/1180 BOT CHORD 2-15=-853/1717, 14-15=-853/1717, 12-14=-930/1837, 11-12=-876/1808, 10-11=-737/1654, 8-10=-737/1654 WEBS 4-14=-653/1043, 4-12=-391/733, 5-12=-336/132, 6-12=-394/740, 6-11=-637/1018 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=20.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10, Lu=50-0-0 Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 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) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 8. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Right Hand Hip) or equivalent at 6-0-6 from the left end to connect truss(es) to back face of bottom chord. Continued on page 2 February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G02 Truss Type Hip Girder Qty 1 Ply 2 WF85 Job Reference (optional) I36032852 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:16 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-L4kY2l3qgLcPIxeZKc0Peg3KwXZRS6ZYbr33BxzorGb NOTES- 12) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 8-0-12 from the left end to 13-11-4 to connect truss(es) to back face of bottom chord. 13) Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 15-11-10 from the left end to connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-51, 4-6=-61, 6-9=-51, 2-8=-20 Concentrated Loads (lb) Vert: 13=-176(B) 14=-557(B) 11=-557(B) 16=-176(B) 17=-176(B) 18=-176(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G03 Truss Type Common Girder Qty 1 Ply 2 WF85 Job Reference (optional) I36032853 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-pHHwF54SQekGw5DluJYeBubU_wqiBRxipVodjNzorGa Scale = 1:68.7 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 185x8 4x6 5x8 6x8 12x18 MT20HS 4x6 5x6 3x6 3x10 4x6 5x6 3x6 3x10 TJC37 TJC37 TJC37 Special Special Special Special 3-3-15 3-3-15 6-5-8 3-1-8 9-7-0 3-1-8 12-8-8 3-1-8 15-10-1 3-1-8 19-2-0 3-3-15 3-3-15 3-3-15 6-5-8 3-1-8 9-7-0 3-1-8 12-8-8 3-1-8 15-10-1 3-1-8 19-2-0 3-3-15 0-8-010-3-00-8-012.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-1], [7:0-0-0,0-0-1], [8:0-6-12,0-1-8], [10:0-9-0,0-7-8], [13:0-6-12,0-1-8] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.24 0.58 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.14 0.02 (loc) 10-12 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 325 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=3275/0-3-8, 7=4757/0-5-8 Max Horz 1=-187(LC 19) Max Uplift 1=-803(LC 9), 7=-437(LC 8) Max Grav 1=3275(LC 1), 7=5006(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3958/1145, 2-3=-3978/1278, 3-4=-3604/1131, 4-5=-3605/1131, 5-6=-4622/1026, 6-7=-5776/774 BOT CHORD 1-13=-831/2742, 12-13=-831/2742, 10-12=-850/2778, 9-10=-629/3230, 8-9=-484/3866, 7-8=-484/3866 WEBS 4-10=-1522/4880, 5-10=-1604/32, 5-9=0/2044, 6-9=-941/0, 6-8=0/1558, 3-10=-715/446, 3-12=-452/806 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 0-7-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-4-0 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) All plates are MT20 plates unless otherwise indicated. 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) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 10) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 2-11-13 oc max. starting at 0-1-12 from the left end to 5-11-8 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. Continued on page 2 February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G03 Truss Type Common Girder Qty 1 Ply 2 WF85 Job Reference (optional) I36032853 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:17 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-pHHwF54SQekGw5DluJYeBubU_wqiBRxipVodjNzorGa NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2451 lb down and 1480 lb up at 8-6-3, 1376 lb down and 151 lb up at 11-3-2, and 1483 lb down and 117 lb up at 14-1-1, and 1582 lb down at 16-10-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-51, 4-7=-51, 1-7=-20 Concentrated Loads (lb) Vert: 1=-173(F) 13=-92(F) 14=-34(F) 15=-2380(F) 16=-1271(F) 17=-1337(F) 18=-1415(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G04 Truss Type Common Girder Qty 1 Ply 3 WF85 Job Reference (optional) I36032854 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-Drz2u66LjZ6rnYxKZS5LoWDvl8ncOky8VT1HKizorGX Scale = 1:43.0 1 2 3 4 5 6 7 13 12 11 10 9 8141516171819202122 23 24 25 5x6 6x8 12x18 MT20HS 5x6 8x8 3x6 8x8 5x6 5x6 8x8 3x6 8x8 5x6 5x10 5x10 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 Special TJC37 TJC37 TJC37 LU26 TJC37 TJC37 TJC37 0-1-2 0-1-2 3-7-8 3-6-6 6-9-0 3-1-8 9-10-9 3-1-8 13-0-1 3-1-8 16-1-9 3-1-8 19-7-15 3-6-6 19-9-1 0-1-2 3-7-8 3-7-8 6-9-0 3-1-8 9-10-9 3-1-8 13-0-1 3-1-8 16-1-9 3-1-8 19-9-1 3-7-8 0-6-06-3-140-6-07.07 12 Plate Offsets (X,Y)-- [8:0-4-0,0-5-4], [9:0-3-8,0-6-0], [10:0-9-0,0-6-4], [12:0-3-8,0-6-0], [13:0-4-0,0-5-4] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.52 0.96 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.28 0.07 (loc) 9-10 9-10 7 l/defl >999 >825 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 391 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-10: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud/No.3 2-8-13, Right 2x4 SPF Stud/No.3 2-8-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=8950/0-5-8, 7=9247/0-5-8 Max Horz 1=-113(LC 19) Max Grav 1=9356(LC 2), 7=9645(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-14595/0, 2-3=-12680/0, 3-4=-10322/0, 4-5=-10322/0, 5-6=-12997/0, 6-7=-14705/0 BOT CHORD 1-13=0/12270, 12-13=0/12270, 10-12=0/10901, 9-10=0/11174, 8-9=0/12363, 7-8=0/12363 WEBS 4-10=0/10230, 5-10=-3710/0, 5-9=0/4189, 6-9=-1447/0, 6-8=0/1998, 3-10=-3266/0, 3-12=0/3676, 2-12=-1666/0, 2-13=0/2227 NOTES- 1) n/a 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-6-11 from the left end to 16-5-7 to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 2-9-15 oc max. starting at 2-8-6 from the left end to 8-4-4 to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong-Tie LU26 (6-10d Girder, 4-10dx1 1/2 Truss) or equivalent at 9-10-9 from the left end to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 2-9-15 oc max. starting at 11-4-13 from the left end to 17-0-11 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G04 Truss Type Common Girder Qty 1 Ply 3 WF85 Job Reference (optional) I36032854 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:20 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-Drz2u66LjZ6rnYxKZS5LoWDvl8ncOky8VT1HKizorGX NOTES- 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1663 lb down at 18-5-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-52, 4-7=-52, 1-7=-20 Concentrated Loads (lb) Vert: 11=-1555(F) 10=-713(B) 13=-1554(F) 14=-1555(F) 15=-27(B) 16=-1640(F=-1555, B=-85) 17=-161(B) 18=-1555(F) 19=-1555(F) 20=-161(B) 21=-1555(F) 22=-1640(F=-1555, B=-85) 23=-1555(F) 24=-27(B) 25=-1555(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G05 Truss Type Roof Special Girder Qty 1 Ply 3 WF85 Job Reference (optional) I36032855 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-dQfBW88D0UVQe0gvEae2Q9rQkLo6b87aCRFxx1zorGU Scale = 1:50.1 1 2 3 4 5 6 7 8 13 12 11 10 91415161718 19 20 21 5x10 4x6 3x10 6x8 4x8 8x8 3x6 10x12 4x6 8x8 3x6 3x10 TJC37 TJC37 HUS26 TJC37 TJC37 TJC37 HGUS28-2 HUS26 HUS26 HUS26 HUS26 HUS26 4-2-9 4-2-9 8-1-9 3-11-0 11-3-7 3-1-14 14-5-5 3-1-14 17-11-0 3-5-11 18-0-2 0-1-2 -1-0-0 1-0-0 4-2-9 4-2-9 8-1-9 3-11-0 11-3-7 3-1-14 14-5-5 3-1-14 18-0-2 3-6-13 0-8-04-10-107-7-140-8-012.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-1-9,0-1-9], [3:0-5-0,0-2-3], [8:0-8-0,0-3-8], [8:0-1-15,0-2-0], [8:0-2-8,0-1-12], [10:0-3-8,0-4-0], [11:0-6-0,0-6-4] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.54 0.90 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.15 0.04 (loc) 11-13 11-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 381 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-8: 2x4 SP 2400F 2.0E BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-11: 2x4 SPF No.2 SLIDER Right 2x4 SPF Stud/No.3 1-10-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=7763/0-5-8, 2=6312/0-3-8 Max Horz 2=150(LC 23) Max Uplift 8=-89(LC 9), 2=-1696(LC 8) Max Grav 8=8170(LC 2), 2=6544(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8842/2416, 3-4=-7402/1627, 4-5=-7394/1619, 5-6=-9321/1064, 6-8=-11188/418 BOT CHORD 2-13=-1640/5958, 11-13=-1683/6026, 10-11=-787/7648, 9-10=-271/8722, 8-9=-271/8722 WEBS 3-13=-1289/2174, 3-11=-440/702, 4-11=-1812/8327, 5-11=-3041/0, 5-10=0/3448, 6-10=-1416/0, 6-9=0/2495 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 0-7-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 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 1696 lb uplift at joint 2. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8. This connection is for uplift only and does not consider lateral forces. 10) Use Simpson Strong-Tie TJC37 (4 nail, 22-30) or equivalent at 4-2-9 from the left end to connect truss(es) to front face of bottom chord, skewed 67.5 deg.to the left, sloping 0.0 deg. down. 11) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 6-7-5 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. Continued on page 2 February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G05 Truss Type Roof Special Girder Qty 1 Ply 3 WF85 Job Reference (optional) I36032855 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:23 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-dQfBW88D0UVQe0gvEae2Q9rQkLo6b87aCRFxx1zorGU NOTES- 12) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 8-1-9 from the left end to connect truss(es) to front face of bottom chord. 13) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 2-9-15 oc max. starting at 9-7-14 from the left end to 15-3-12 to connect truss(es) to front face of bottom chord. 14) Use Simpson Strong-Tie HGUS28-2 (36-10d Girder, 12-10d Truss) or equivalent at 6-1-8 from the left end to connect truss(es) to back face of bottom chord. 15) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 8-0-12 from the left end to 16-0-12 to connect truss(es) to back face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-52, 3-4=-52, 4-8=-52, 2-8=-20 Concentrated Loads (lb) Vert: 12=-3468(B) 13=-126(F) 11=-2352(F=-705, B=-1647) 14=-158(F) 15=-158(F) 16=-1605(B) 17=-1642(B) 18=-83(F) 19=-1562(B) 20=-27(F) 21=-1563(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G06 Truss Type Roof Special Girder Qty 1 Ply 2 WF85 Job Reference (optional) I36032856 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-6dDZjU9rnodHGAF5oHAHzMOhQlG5KeSkQ5?UTTzorGT Scale = 1:61.3 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 122223242526272829303132 4x8 3x4 4x6 2x4 8x8 6x8 4x6 3x6 2x4 3x4 4x8 2x4 3x10 2x4 2x4 3x10 2x4 4x6 3x10 4x6 THJA26 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 3-0-2 3-0-2 5-9-14 2-9-12 10-4-10 4-6-12 14-9-9 4-5-0 19-2-9 4-5-0 23-7-9 4-5-0 28-2-4 4-6-12 31-9-0 3-6-12 -1-0-0 1-0-0 3-0-2 3-0-2 5-9-14 2-9-12 10-4-10 4-6-12 14-9-9 4-5-0 19-2-9 4-5-0 23-7-9 4-5-0 28-2-4 4-6-12 31-9-0 3-6-12 0-8-06-5-159-0-26-5-1512.00 12 8.49 12 Plate Offsets (X,Y)-- [2:Edge,0-2-7], [2:0-2-7,0-4-12], [2:0-1-3,0-1-3], [4:0-6-4,0-1-12] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.41 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.10 -0.17 0.05 (loc) 15-17 15-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 407 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-12 REACTIONS.(lb/size)12=2403/Mechanical, 2=2564/0-3-8 Max Horz 2=277(LC 24) Max Uplift 12=-1194(LC 8), 2=-1112(LC 8) Max Grav 12=2494(LC 31), 2=2690(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3392/1436, 3-4=-3340/1520, 4-5=-3334/1464, 5-6=-3333/1464, 6-8=-3517/1461, 8-9=-3517/1461, 9-10=-1404/593 BOT CHORD 2-21=-1149/2225, 20-21=-1149/2225, 19-20=-1188/2328, 17-19=-1644/3693, 15-17=-1644/3693, 14-15=-1197/2735, 13-14=-1197/2735, 12-13=-609/1336 WEBS 4-20=-533/903, 4-19=-642/1651, 5-19=-265/105, 6-19=-641/243, 6-17=-224/587, 6-15=-341/190, 8-15=-261/79, 9-15=-574/1311, 9-14=-233/596, 9-13=-2300/963, 10-13=-1030/2205, 10-12=-2728/1241 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=20.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10, Lu=50-0-0 Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1194 lb uplift at joint 12. 11) Two RT16-2 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces.Continued on page 2 February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G06 Truss Type Roof Special Girder Qty 1 Ply 2 WF85 Job Reference (optional) I36032856 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:24 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-6dDZjU9rnodHGAF5oHAHzMOhQlG5KeSkQ5?UTTzorGT NOTES- 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Right Hand Hip) or equivalent at 6-0-6 from the left end to connect truss(es) to back face of bottom chord. 14) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 8-0-12 from the left end to 30-0-12 to connect truss(es) to back face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-52, 4-10=-61, 10-11=-52, 2-12=-20 Concentrated Loads (lb) Vert: 20=-557(B) 13=-100(B) 22=-176(B) 23=-176(B) 24=-176(B) 25=-176(B) 26=-176(B) 27=-176(B) 28=-176(B) 29=-176(B) 30=-176(B) 31=-169(B) 32=-34(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G07 Truss Type Roof Special Girder Qty 1 Ply 2 WF85 Job Reference (optional) I36032857 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-_OS4ZrCMr17iknZs17ED7CYJoMaAGRoJLjzicEzorGP Scale = 1:72.1 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 1324252627282930313233343536 5x8 3x6 5x8 3x6 2x4 4x4 5x8 2x4 3x10 2x4 2x4 4x8 2x4 3x10 2x4 6x8 4x6 5x8 5x8 6x8 3x6 3x6 4x8 THJA26 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 3-0-2 3-0-2 5-9-14 2-9-12 10-11-8 5-1-10 16-1-2 5-1-10 21-2-12 5-1-10 26-4-5 5-1-10 31-5-15 5-1-10 36-7-9 5-1-10 41-10-9 5-3-0 3-0-2 3-0-2 5-9-14 2-9-12 10-11-8 5-1-10 16-1-2 5-1-10 21-2-12 5-1-10 26-4-5 5-1-10 31-5-15 5-1-10 36-7-9 5-1-10 41-9-3 5-1-10 41-10-9 0-1-6 0-8-06-5-156-2-76-5-1512.00 12 Plate Offsets (X,Y)-- [1:Edge,0-4-3], [1:0-4-12,0-2-7], [1:0-1-3,0-1-3], [3:0-6-4,0-1-12], [12:0-3-8,Edge], [13:Edge,0-3-8], [14:0-3-8,0-2-8] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.39 0.66 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.25 -0.44 0.11 (loc) 18-19 18-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 493 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-1 max.): 3-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=3433/0-3-8, 13=3488/Mechanical Max Horz 1=185(LC 24) Max Uplift 1=-1418(LC 5), 13=-1459(LC 5) Max Grav 1=3634(LC 33), 13=3709(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4677/1875, 2-3=-4646/1973, 3-4=-5123/2124, 4-5=-5122/2125, 5-7=-6535/2633, 7-8=-6535/2633, 8-9=-4837/1928, 9-11=-4837/1928, 11-12=-2841/1129, 12-13=-3489/1387 BOT CHORD 1-23=-1312/3038, 22-23=-1312/3038, 21-22=-1420/3262, 19-21=-2531/6219, 18-19=-2531/6219, 17-18=-2439/6089, 15-17=-2439/6089, 14-15=-1129/2841 WEBS 2-22=-263/347, 3-22=-548/920, 3-21=-1117/2897, 4-21=-298/122, 5-21=-1718/653, 5-19=-267/702, 5-18=-180/502, 7-18=-306/96, 8-18=-302/694, 8-17=-281/726, 8-15=-1947/794, 9-15=-303/91, 11-15=-1244/3105, 11-14=-2617/1052, 12-14=-1751/4408 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=20.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1459 lb uplift at joint 13. 10) Two RT16-2 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces.Continued on page 2 February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G07 Truss Type Roof Special Girder Qty 1 Ply 2 WF85 Job Reference (optional) I36032857 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:28 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-_OS4ZrCMr17iknZs17ED7CYJoMaAGRoJLjzicEzorGP NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 6-0-6 from the left end to connect truss(es) to front face of bottom chord. 13) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 8-0-12 from the left end to 40-0-12 to connect truss(es) to front face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-12=-61, 1-13=-20 Concentrated Loads (lb) Vert: 20=-176(F) 22=-557(F) 19=-176(F) 17=-176(F) 16=-176(F) 24=-176(F) 25=-176(F) 26=-176(F) 27=-176(F) 28=-176(F) 29=-182(F) 30=-182(F) 31=-176(F) 32=-176(F) 33=-176(F) 34=-176(F) 35=-176(F) 36=-176(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G08 Truss Type Hip Girder Qty 1 Ply 1 WF85 Job Reference (optional) I36032858 8.220 s Jan 5 2019 MiTek Industries, Inc. Mon Feb 4 10:44:04 2019 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-q5cldnlq62RpHxeRiVTum2xRlqX3mxp0tb2bUszoY4f Scale = 1:42.1 1 2 3 4 5 6 7 8 9 15 14 13 12 11 101617 4x9 4x9 6x6 4x6 3x6 2x4 6x6 3x8 2x4 6x6 3x6 2x4 6x6 HJC26 HUS26 HUS26 HUS26 HJC26 3-1-3 3-1-3 6-0-0 2-10-13 9-7-0 3-7-0 13-2-0 3-7-0 16-0-13 2-10-13 19-2-0 3-1-3 -1-0-0 1-0-0 3-1-3 3-1-3 6-0-0 2-10-13 9-7-0 3-7-0 13-2-0 3-7-0 16-0-13 2-10-13 19-2-0 3-1-3 20-2-0 1-0-0 0-8-06-8-00-8-06-8-012.00 12 Plate Offsets (X,Y)-- [2:Edge,0-4-3], [2:0-4-12,0-2-7], [2:0-1-3,0-1-3], [4:0-7-4,0-1-12], [6:0-7-4,0-1-12], [8:Edge,0-4-3], [8:0-6-1,0-2-7], [8:0-1-3,0-1-3], [11:0-3-0,0-3-12], [14:0-3-0,0-4-8] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.22 0.35 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.08 0.03 (loc) 12-14 12-14 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins, except 2-0-0 oc purlins (4-8-4 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 8-9-15 oc bracing. REACTIONS.(lb/size)2=1576/0-3-8, 8=1589/0-5-8 Max Horz 2=-136(LC 22) Max Uplift 2=-702(LC 8), 8=-709(LC 9) Max Grav 2=1699(LC 30), 8=1712(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2075/909, 3-4=-1973/972, 4-5=-1581/793, 5-6=-1581/793, 6-7=-1961/967, 7-8=-2061/905 BOT CHORD 2-15=-657/1429, 14-15=-657/1429, 13-14=-693/1463, 13-16=-693/1463, 12-16=-693/1463, 12-17=-647/1434, 11-17=-647/1434, 10-11=-540/1330, 8-10=-540/1330 WEBS 4-14=-525/887, 4-12=-234/464, 6-12=-241/481, 6-11=-516/864 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=20.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10, Lu=50-0-0 Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 702 lb uplift at joint 2 and 709 lb uplift at joint 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent spaced at 7-1-4 oc max. starting at 6-0-6 from the left end to 13-1-10 to connect truss(es) to back face of bottom chord. 10) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 1-6-4 oc max. starting at 8-0-12 from the left end to 11-1-4 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G08 Truss Type Hip Girder Qty 1 Ply 1 WF85 Job Reference (optional) I36032858 8.220 s Jan 5 2019 MiTek Industries, Inc. Mon Feb 4 10:44:05 2019 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-q5cldnlq62RpHxeRiVTum2xRlqX3mxp0tb2bUrzoY4f LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-51, 4-6=-61, 6-9=-51, 2-8=-20 Concentrated Loads (lb) Vert: 14=-557(B) 12=-176(B) 11=-557(B) 16=-176(B) 17=-176(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G09 Truss Type HIP GIRDER Qty 1 Ply 3 WF85 Job Reference (optional) I36032859 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-t9hbPDFtuFd8DOsdGzJ9I2ju2zyYCAevGLxvl0zorGL Scale = 1:59.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 10x12 6x8 8x8 10x12 MT20HS12x18 MT20HS 12x18 MT20HS 3x6 8x12 3x10 8x12 3x6 5x8 3x6 10x12 3x6 12x18 MT20HS 4x8 3x6 6x8 3x6 5x10 3x6 8x12 3x10 12x18 MT20HS 8x8 8x10 6x8 6x8 4x8 LU24 LU24 TJC37 TJC37 Special LU24 LU24 LU24 LU24 LU24 LU24 TJC37 TJC37SpecialSpecialHUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 Special Special 1-0-4 1-0-4 3-9-11 2-9-6 6-5-5 2-7-10 9-0-15 2-7-10 11-8-9 2-7-10 14-4-3 2-7-10 16-11-13 2-7-10 19-7-7 2-7-10 22-3-1 2-7-10 24-10-11 2-7-10 27-6-5 2-7-10 30-3-12 2-9-6 31-4-0 1-0-4 1-0-4 1-0-4 3-9-11 2-9-6 6-5-5 2-7-10 9-0-15 2-7-10 11-8-9 2-7-10 14-4-3 2-7-10 16-11-13 2-7-10 19-7-7 2-7-10 22-3-1 2-7-10 24-10-11 2-7-10 27-6-5 2-7-10 30-3-12 2-9-6 31-4-0 1-0-4 2-8-03-6-122-8-03-6-1212.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-0], [2:0-9-8,0-4-8], [11:0-3-8,0-2-0], [12:0-2-15,0-3-0], [15:0-4-12,0-4-0], [16:Edge,0-1-4], [18:0-5-0,0-3-4], [19:0-6-12,0-1-8], [20:0-3-0,0-3-4], [22:0-1-8,0-2-12], [23:0-9-0,0-8-8], [24:0-6-0,0-6-12], [28:0-6-12,0-1-8], [29:0-7-12,0-5-4], [30:0-7-12,0-6-8], [31:0-0-0,0-4-10] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.89 0.63 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.92 0.15 (loc) 23-24 23-24 17 l/defl >999 >407 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 892 lb FT = 20% GRIP 169/123 127/93 LUMBER- TOP CHORD 2x8 SP No.2 *Except* 1-2,15-16: 2x6 SPF No.2 BOT CHORD 2x10 SP 2250F 1.9E WEBS 2x4 SPF-S 1650F 1.6E *Except* 2-30,3-29,4-28,5-27,6-25,7-24,9-23,10-22,11-21,13-20,14-19,15-18: 2x4 SPF Stud/No.3 1-30,16-18: 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 (3-3-12 max.): 2-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)31=14068/0-3-8, 17=14311/0-3-8 Max Horz 31=-15(LC 22) Max Grav 31=14306(LC 2), 17=14564(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6727/0, 2-3=-15798/0, 3-4=-15797/0, 4-5=-32003/0, 5-6=-32003/0, 6-7=-39003/0, 7-9=-39003/0, 9-10=-36347/0, 10-11=-36347/0, 11-13=-24992/0, 13-14=-24992/0, 14-15=-4080/0, 15-16=-5292/0, 1-31=-14228/0, 16-17=-12146/0 BOT CHORD 30-31=0/336, 29-30=0/3940, 28-29=0/25258, 27-28=0/25258, 25-27=0/36767, 24-25=0/36767, 23-24=0/39044, 22-23=0/39091, 21-22=0/31895, 20-21=0/31895, 19-20=0/15965, 18-19=0/15965 WEBS 2-30=-6723/0, 2-29=0/16652, 4-29=-14006/0, 4-28=0/2547, 4-27=0/9984, 5-27=0/318, 6-27=-7054/0, 6-25=0/2111, 6-24=0/3309, 7-24=0/446, 9-23=0/2390, 9-22=-4063/0, 10-22=0/368, 11-22=0/6589, 11-21=0/2135, 11-20=-10220/0, 14-20=0/13364, 14-19=0/2650, 14-18=-17168/0, 15-18=0/3121, 1-30=0/9832, 16-18=0/9363 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 29-4 2x4 - 1 row at 0-7-0 oc, member 18-14 2x4 - 1 row at 0-7-0 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=20.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10, Lu=50-0-0 Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G09 Truss Type HIP GIRDER Qty 1 Ply 3 WF85 Job Reference (optional) I36032859 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:33 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-LMFzcZGVfZl?rYRqqgqOqGG3oNInxct2V?gTHSzorGK NOTES- 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 31, 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 8-0-0 oc max. starting at 0-10-12 from the left end to 8-10-12 to connect truss(es) to front face of bottom chord. 12) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 19-2-8 oc max. starting at 6-0-12 from the left end to 25-3-4 to connect truss(es) to front face of top chord. 13) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 11-3-4 from the left end to 21-3-4 to connect truss(es) to front face of bottom chord. 14) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 8-0-0 oc max. starting at 22-5-4 from the left end to 30-5-4 to connect truss(es) to front face of bottom chord. 15) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 5-4-8 from the left end to 26-3-4 to connect truss(es) to back face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. 17) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1547 lb down at 1-4-8, and 1672 lb down at 3-4-8, and 1669 lb down at 28-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-51, 2-15=-61, 15-16=-51, 17-31=-20 Concentrated Loads (lb) Vert: 30=18(F) 27=-1754(F=-180, B=-1574) 23=-59(F) 21=-1694(F=-120, B=-1574) 18=-1626(F=18, B=-1644) 32=-6(F) 33=-6(F) 34=-1547(B) 35=-1569(B) 36=-1579(B) 37=-1576(B) 38=-1633(F=-59, B=-1574) 39=-1633(F=-59, B=-1574) 40=-1574(B) 41=-59(F) 42=-1574(B) 43=-1574(B) 44=-59(F) 45=-1574(B) 46=-59(F) 47=-1574(B) 48=-1585(B) 49=-1586(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G10 Truss Type Diagonal Hip Girder Qty 6 Ply 1 WF85 Job Reference (optional) I36032860 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:33 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-LMFzcZGVfZl?rYRqqgqOqGGExNILxog2V?gTHSzorGK Scale = 1:40.0 1 2 3 4 5 6 7 2x4 5x6 3x4 2x4 TJC37 TJC37 TJC37 TJC37 8-4-5 8-4-5 -1-5-0 1-5-0 4-2-3 4-2-3 8-4-5 4-2-3 0-8-06-6-158.49 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.17 0.59 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.23 -0.30 -0.00 (loc) 2-5 2-5 5 l/defl >411 >315 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 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 9-11-1 oc bracing. REACTIONS.(lb/size)5=409/Mechanical, 2=480/0-7-6 Max Horz 2=257(LC 8) Max Uplift 5=-365(LC 8), 2=-170(LC 8) Max Grav 5=545(LC 30), 2=532(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 365 lb uplift at joint 5. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 2-9-15 oc max. starting at 2-9-8 from the left end to 5-7-7 to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 2-9-15 oc max. starting at 2-9-8 from the left end to 5-7-7 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-52, 2-5=-20 Concentrated Loads (lb) Vert: 6=-58(F=-29, B=-29) 7=-172(F=-86, B=-86) February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G10A Truss Type Diagonal Hip Girder Qty 6 Ply 1 WF85 Job Reference (optional) I36032861 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-pYpLqvH7QttsSi00NOLdNToOSniQgFnCjfQ0quzorGJ Scale = 1:37.8 1 2 3 4 5 2x4 4x4 3x4 2x4 8-4-5 8-4-5 -1-5-0 1-5-0 4-2-3 4-2-3 8-4-5 4-2-3 0-8-06-6-158.49 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.35 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.00 (loc) 2-5 2-5 5 l/defl >999 >628 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=275/Mechanical, 2=384/0-7-6 Max Horz 2=203(LC 12) Max Uplift 5=-92(LC 12) Max Grav 5=295(LC 20), 2=384(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-5-0 to 2-9-15, Exterior(2) 2-9-15 to 8-2-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 5. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G11 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF85 Job Reference (optional) I36032862 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:35 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-HkNj1FIlBA?j4sbCx5ssvhLV0BuGPhwLyJ9ZMKzorGI Scale = 1:40.2 1 2 3 4 5 6 7 8 3x4 4x6 3x6 2x4 TJC37 TJC37 TJC37 TJC37 TJC37 TJC37 9-9-13 9-9-13 -1-5-0 1-5-0 4-10-7 4-10-7 9-9-13 4-11-5 0-6-06-3-77.07 12 Plate Offsets (X,Y)-- [2:0-0-14,0-1-8] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.39 0.95 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.27 -0.46 0.00 (loc) 2-5 2-5 5 l/defl >413 >245 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 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 7-10-3 oc bracing. REACTIONS.(lb/size)5=733/Mechanical, 2=598/0-7-6 Max Horz 2=194(LC 8) Max Uplift 5=-346(LC 8), 2=-133(LC 8) Max Grav 5=770(LC 30), 2=598(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-372/38 BOT CHORD 2-5=-165/319 WEBS 3-5=-329/173 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 346 lb uplift at joint 5. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 2-9-15 oc max. starting at 2-9-8 from the left end to 5-7-7 to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 8-5-6 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 11) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 2-9-15 oc max. starting at 2-9-8 from the left end to 8-5-6 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G11 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF85 Job Reference (optional) I36032862 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:35 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-HkNj1FIlBA?j4sbCx5ssvhLV0BuGPhwLyJ9ZMKzorGI LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-52, 2-5=-20 Concentrated Loads (lb) Vert: 6=-60(F=-30, B=-30) 7=-176(F=-88, B=-88) 8=-332(F=-166, B=-166) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G12 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF85 Job Reference (optional) I36032863 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-lwx5FaINyU7ai0APVpN5SuugmbEc88EVBzv7unzorGH Scale = 1:50.0 1 2 3 4 5678 3x4 4x6 5x6 2x4 TJC37 TJC37 TJC37 TJC37 TJC37 TJC37 9-9-13 9-9-13 -1-5-0 1-5-0 4-10-14 4-10-14 9-9-13 4-10-14 0-8-07-7-58.49 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-10] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.39 0.94 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.36 -0.47 0.00 (loc) 2-5 2-5 5 l/defl >314 >238 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-3-12 oc bracing. REACTIONS.(lb/size)5=725/Mechanical, 2=595/0-7-6 Max Horz 2=234(LC 8) Max Uplift 5=-467(LC 8), 2=-157(LC 8) Max Grav 5=868(LC 30), 2=613(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-314/0 BOT CHORD 2-5=-159/254 WEBS 3-5=-289/184 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 467 lb uplift at joint 5. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 5-7-14 oc max. starting at 2-9-8 from the left end to 8-5-6 to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 5-7-7 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 11) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 2-9-15 oc max. starting at 2-9-8 from the left end to 8-5-6 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G12 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF85 Job Reference (optional) I36032863 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:36 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-lwx5FaINyU7ai0APVpN5SuugmbEc88EVBzv7unzorGH LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-52, 2-5=-20 Concentrated Loads (lb) Vert: 6=-58(F=-29, B=-29) 7=-172(F=-86, B=-86) 8=-325(F=-163, B=-163) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G13 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF85 Job Reference (optional) I36032864 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-D7VUSwJ?joFRJAlb3WvK?6QuA_nCtdEeQcegQDzorGG Scale = 1:27.8 1 2 3 4 5 2x4 2x4 3x10 TJC37 4-4-10 4-4-10 -1-1-0 1-1-0 4-4-10 4-4-10 0-8-04-8-1111.09 12 Plate Offsets (X,Y)-- [2:0-1-2,0-1-3], [2:0-2-4,0-4-15], [2:0-5-8,Edge] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=179/Mechanical, 2=231/0-4-11 Max Horz 2=145(LC 8) Max Uplift 4=-142(LC 8) Max Grav 4=209(LC 30), 2=231(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint 4. 8) Use Simpson Strong-Tie TJC37 (4 nail, 22-30) or equivalent at 3-6-15 from the left end to connect truss(es) to front face of bottom chord, skewed 67.5 deg.to the left, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-52, 2-4=-20 Concentrated Loads (lb) Vert: 5=-52(F) February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss G14 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 WF85 Job Reference (optional) I36032865 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-hJ3sgGKdU5NHxJKncEQZXJz40O7Tc4UneGOEzfzorGF Scale = 1:21.3 1 2 3 4 5 2x4 2x4 3x4 TJC37 TJC37 3-11-10 3-11-10 -1-5-0 1-5-0 3-11-10 3-11-10 0-8-03-5-118.49 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.15 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=149/Mechanical, 2=252/0-4-9 Max Horz 2=109(LC 8) Max Uplift 4=-96(LC 8), 2=-33(LC 8) Max Grav 4=176(LC 30), 2=252(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 4. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 2-9-8 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 10) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-6-11 from the left end to connect truss(es) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-52, 2-4=-20 Concentrated Loads (lb) Vert: 5=-56(F=-31, B=-24) February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss H01 Truss Type Hip Qty 1 Ply 1 WF85 Job Reference (optional) I36032866 8.220 s Jan 5 2019 MiTek Industries, Inc. Mon Feb 4 10:45:55 2019 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-4Spjwl4Sz9Q35_dmiJzwmS1IJaQxGCOMOMRztwzoY2w Scale = 1:51.5 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 16 17 18 19 6x6 5x9 3x8 3x6 2x4 3x4 5x9 7-4-2 7-4-2 14-7-14 7-3-12 22-0-0 7-4-2 -1-0-0 1-0-0 7-9-14 7-9-14 14-2-2 6-4-4 22-0-0 7-9-14 24-4-0 2-4-0 0-8-08-5-150-8-08-5-1512.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-7], [2:0-0-7,0-4-1], [2:0-0-3,0-0-3], [3:0-4-1,0-3-0], [5:0-0-2,0-0-4], [5:0-1-3,0-3-15], [5:0-4-8,Edge] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.69 0.29 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.10 -0.19 0.02 (loc) 2-9 5-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 3-4: 2x6 SPF No.2, 4-6: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2, Right: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins, except 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 3-7 REACTIONS.(lb/size)2=853/0-3-8, 5=932/0-3-8 Max Horz 2=-188(LC 10) Max Uplift 2=-101(LC 12), 5=-124(LC 13) Max Grav 2=980(LC 20), 5=1038(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-1038/126, 10-11=-930/139, 3-11=-922/177, 3-12=-641/241, 12-13=-641/241, 4-13=-641/241, 4-14=-895/168, 14-15=-1000/131, 5-15=-1016/101 BOT CHORD 2-16=-46/721, 9-16=-46/721, 9-17=-50/700, 8-17=-50/700, 8-18=-50/700, 7-18=-50/700, 7-19=0/671, 5-19=0/671 WEBS 3-9=0/398, 4-7=0/370 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-9-14, Exterior(2) 7-9-14 to 12-0-13, Interior(1) 12-0-13 to 14-2-2, Exterior(2) 14-2-2 to 18-5-1, Interior(1) 18-5-1 to 24-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=20.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 2 and 124 lb uplift at joint 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss H02 Truss Type Hip Qty 1 Ply 1 WF85 Job Reference (optional) I36032867 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-9VdEtcLGFPW8ZTuzAxxo4XWCwoO8LTCxtw7nV6zorGE Scale = 1:62.0 1 2 3 4 5 6 7 8 9121110 13 14 15 16 17 6x8 6x8 3x4 4x8 3x6 3x10 2x4 3x4 2x4 4x8 7-4-2 7-4-2 14-7-14 7-3-12 22-0-0 7-4-2 -1-0-0 1-0-0 4-11-2 4-11-2 9-9-14 4-10-12 12-2-2 2-4-4 17-0-14 4-10-12 22-0-0 4-11-2 24-4-0 2-4-0 0-8-010-5-150-8-010-5-1512.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-7], [2:0-0-7,0-4-1], [2:0-0-3,0-0-3], [4:0-6-4,0-1-12], [5:0-6-4,0-1-12], [8:0-0-3,0-0-3], [8:0-0-7,0-4-1], [8:Edge,0-0-7] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.33 0.44 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.21 0.02 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2, Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.(lb/size)2=833/0-3-8, 8=912/0-3-8 Max Horz 2=-227(LC 10) Max Uplift 2=-106(LC 12), 8=-129(LC 13) Max Grav 2=873(LC 20), 8=952(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-971/178, 3-4=-912/299, 4-5=-571/246, 5-7=-918/286, 7-8=-979/164 BOT CHORD 2-12=-88/733, 10-12=0/505, 8-10=0/631 WEBS 3-12=-335/278, 4-12=-131/474, 5-10=-151/487, 7-10=-341/266 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-9-14, Exterior(2) 9-9-14 to 16-5-1, Interior(1) 16-5-1 to 24-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=20.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 8. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss H03 Truss Type Hip Qty 1 Ply 1 WF85 Job Reference (optional) I36032868 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-eiAc4yLu0je?AdTAkeS1ck2MsCj64zp46atK1YzorGD Scale = 1:50.3 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 16 17 6x8 6x8 4x8 3x4 3x4 2x4 3x10 6-4-13 6-4-13 12-9-3 6-4-6 19-2-0 6-4-13 -1-0-0 1-0-0 8-0-0 8-0-0 11-2-0 3-2-0 19-2-0 8-0-0 20-2-0 1-0-0 0-8-08-8-00-8-08-8-012.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-7], [2:0-0-7,0-4-1], [2:0-0-3,0-0-3], [3:0-5-12,0-2-8], [4:0-5-12,0-2-8], [5:0-0-3,0-0-3], [5:0-0-7,0-5-4], [5:0-3-8,Edge] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.38 0.46 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.15 0.02 (loc) 2-9 2-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2, Right: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9 REACTIONS.(lb/size)2=739/0-3-8, 5=744/0-5-8 Max Horz 2=-174(LC 10) Max Uplift 2=-10(LC 12), 5=-10(LC 13) Max Grav 2=783(LC 2), 5=796(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-841/70, 3-4=-461/148, 4-5=-854/70 BOT CHORD 2-9=-4/559, 7-9=0/476, 5-7=0/529 WEBS 3-9=-20/348, 4-7=0/332 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-0-0, Exterior(2) 8-0-0 to 15-4-15, Interior(1) 15-4-15 to 20-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=20.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 5. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J01 Truss Type JACK-CLOSED Qty 1 Ply 1 WF85 Job Reference (optional) I36032869 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-6uk_IIMWn0mson2MIMzG9ybccc9upRDEKEcuZ_zorGC Scale = 1:20.7 1 2 3 5 43x4 3x4 2x4 2x4 1-1-11 1-1-11 -1-5-0 1-5-0 1-1-11 1-1-11 2-8-03-5-118.49 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.13 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=187/0-4-9, 4=-44/Mechanical Max Horz 5=-65(LC 10) Max Uplift 5=-10(LC 10), 4=-117(LC 9) Max Grav 5=187(LC 1), 4=95(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 4. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J02 Truss Type Jack-Closed Qty 2 Ply 1 WF85 Job Reference (optional) I36032870 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-a4INVeN8YKujQxdYr3UVi97oU?VIYuTNZuMR6RzorGB Scale = 1:14.6 1 2 3 4 2x4 2x4 4x4 1-10-15 1-10-15 -1-0-0 1-0-0 1-10-15 1-10-15 0-6-02-1-210.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-0-0], [2:0-5-5,0-1-13], [2:0-1-8,0-2-0] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=45/Mechanical, 2=133/0-5-8 Max Horz 2=67(LC 12) Max Uplift 4=-21(LC 12), 2=-4(LC 12) Max Grav 4=52(LC 20), 2=133(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 4. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J03 Truss Type Jack-Closed Qty 2 Ply 1 WF85 Job Reference (optional) I36032871 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-a4INVeN8YKujQxdYr3UVi97mW?UmYuTNZuMR6RzorGB Scale = 1:22.9 1 2 3 4 5 6 2x4 2x4 4x4 3-10-15 3-10-15 -1-0-0 1-0-0 3-10-15 3-10-15 0-6-03-9-210.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-0-0], [2:0-5-5,0-1-13], [2:0-1-8,0-2-0] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.18 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=116/Mechanical, 2=202/0-5-8 Max Horz 2=117(LC 12) Max Uplift 4=-53(LC 12) Max Grav 4=129(LC 20), 2=202(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-9-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 4. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J04 Truss Type Jack-Closed Qty 2 Ply 1 WF85 Job Reference (optional) I36032872 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:43 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-2Hslj_OmJe0a15ClPn?kENgt7PmrHLjWoY5?etzorGA Scale: 3/8"=1' 1 2 3 4 5 6 2x4 2x4 4x4 5-10-15 5-10-15 -1-0-0 1-0-0 5-10-15 5-10-15 0-6-05-5-210.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-0-0], [2:0-5-5,0-1-13], [2:0-1-8,0-2-0] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.45 0.33 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.00 (loc) 2-4 2-4 l/defl >999 >472 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=192/Mechanical, 2=270/0-5-8 Max Horz 2=168(LC 12) Max Uplift 4=-82(LC 12) Max Grav 4=211(LC 20), 2=270(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-9-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 4. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J05 Truss Type Jack-Closed Qty 2 Ply 1 WF85 Job Reference (optional) I36032873 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-WTQ7wKPO4x8RfEnxzUXznaD22p7B0ozg1CrYAJzorG9 Scale: 3/8"=1' 1 2 3 4 5 6 2x4 2x4 4x4 5-10-2 5-10-2 -1-0-0 1-0-0 5-10-2 5-10-2 0-6-05-4-810.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-0-0], [2:0-5-5,0-1-13], [2:0-1-8,0-2-0] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.44 0.32 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.00 (loc) 2-4 2-4 l/defl >999 >489 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=190/Mechanical, 2=268/0-5-8 Max Horz 2=166(LC 12) Max Uplift 4=-81(LC 12) Max Grav 4=208(LC 20), 2=268(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-8-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 4. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J06 Truss Type Jack-Closed Qty 2 Ply 1 WF85 Job Reference (optional) I36032874 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-SsYtL?QfbZO9uYxK4vZRs?IScdsmUiSzUWKfFCzorG7 Scale = 1:22.6 1 2 3 4 5 6 2x4 2x4 4x4 3-10-2 3-10-2 -1-0-0 1-0-0 3-10-2 3-10-2 0-6-03-8-810.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-0-0], [2:0-5-5,0-1-13], [2:0-1-8,0-2-0] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.18 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=114/Mechanical, 2=200/0-5-8 Max Horz 2=116(LC 12) Max Uplift 4=-52(LC 12) Max Grav 4=127(LC 20), 2=200(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-8-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 4. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J07 Truss Type Jack-Closed Qty 2 Ply 1 WF85 Job Reference (optional) I36032875 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-SsYtL?QfbZO9uYxK4vZRs?IUUdtFUiSzUWKfFCzorG7 Scale = 1:14.3 1 2 3 4 2x4 2x4 4x4 1-10-2 1-10-2 -1-0-0 1-0-0 1-10-2 1-10-2 0-6-02-0-810.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-0-0], [2:0-5-5,0-1-13], [2:0-1-8,0-2-0] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=42/Mechanical, 2=131/0-5-8 Max Horz 2=65(LC 12) Max Uplift 4=-20(LC 12), 2=-5(LC 12) Max Grav 4=49(LC 20), 2=131(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 4. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J08 Truss Type Jack-Closed Qty 3 Ply 1 WF85 Job Reference (optional) I36032876 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-PEfemhSv7Aet8s4iCKbvxQNplQYKycyGxqpmJ4zorG5 Scale = 1:17.3 1 2 3 4 2x4 2x4 3x6 1-10-15 1-10-15 -1-0-0 1-0-0 1-10-15 1-10-15 0-8-02-6-1512.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-5-4] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=45/Mechanical, 2=130/0-5-8 Max Horz 2=99(LC 12) Max Uplift 4=-55(LC 12) Max Grav 4=70(LC 20), 2=130(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 4. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J08A Truss Type Jack-Closed Qty 12 Ply 1 WF85 Job Reference (optional) I36032877 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-tRD0z1SXuUmkl0fum168Uew?jqugh3CPAUYJrXzorG4 Scale = 1:17.3 1 2 3 4 2x4 2x4 3x6 1-10-15 1-10-15 -1-0-0 1-0-0 1-10-15 1-10-15 0-8-02-6-1512.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-5-4] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=45/Mechanical, 2=130/0-5-8 Max Horz 2=81(LC 12) Max Uplift 4=-36(LC 12) Max Grav 4=56(LC 20), 2=130(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 4. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J09 Truss Type Jack-Closed Qty 3 Ply 1 WF85 Job Reference (optional) I36032878 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-tRD0z1SXuUmkl0fum168UewxIqszh3CPAUYJrXzorG4 Scale = 1:27.3 1 2 3 4 5 6 2x4 2x4 3x6 3-10-15 3-10-15 -1-0-0 1-0-0 3-10-15 3-10-15 0-8-04-6-1512.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-5-4] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.27 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=114/Mechanical, 2=198/0-5-8 Max Horz 2=178(LC 12) Max Uplift 4=-115(LC 12) Max Grav 4=162(LC 20), 2=198(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-9-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint 4. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J09A Truss Type Jack-Closed Qty 10 Ply 1 WF85 Job Reference (optional) I36032879 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-LdnOBNT9fnuaN9E5JldN0rT6wECJQWSYP8IsOzzorG3 Scale = 1:27.3 1 2 3 4 5 6 2x4 2x4 3x6 3-10-15 3-10-15 -1-0-0 1-0-0 3-10-15 3-10-15 0-8-04-6-1512.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-5-4] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=114/Mechanical, 2=198/0-5-8 Max Horz 2=141(LC 12) Max Uplift 4=-78(LC 12) Max Grav 4=135(LC 20), 2=198(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-9-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 4. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J10 Truss Type Jack-Closed Qty 2 Ply 1 WF85 Job Reference (optional) I36032880 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-ppLmOjUnQ50R?JpHtS9cZ3?CseVi9yiieo1QwPzorG2 Scale = 1:38.8 1 2 3 4 5 6 7 2x4 2x4 3x6 5-10-15 5-10-15 -1-0-0 1-0-0 5-10-15 5-10-15 0-8-06-6-1512.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-5-4] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.53 0.33 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.00 (loc) 2-4 2-4 l/defl >999 >472 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=189/Mechanical, 2=265/0-5-8 Max Horz 2=202(LC 12) Max Uplift 4=-115(LC 12) Max Grav 4=271(LC 20), 2=265(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-9-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 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 115 lb uplift at joint 4. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J11 Truss Type Jack-Closed Qty 2 Ply 1 WF85 Job Reference (optional) I36032881 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-ppLmOjUnQ50R?JpHtS9cZ3?C3eWq9yiieo1QwPzorG2 Scale = 1:38.4 1 2 3 4 5 6 7 2x4 2x4 3x6 5-10-2 5-10-2 -1-0-0 1-0-0 5-10-2 5-10-2 0-8-06-6-312.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-5-4] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.51 0.32 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.00 (loc) 2-4 2-4 l/defl >999 >489 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=187/Mechanical, 2=263/0-5-8 Max Horz 2=200(LC 12) Max Uplift 4=-114(LC 12) Max Grav 4=267(LC 20), 2=263(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-8-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 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 114 lb uplift at joint 4. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J12 Truss Type Jack-Closed Qty 1 Ply 1 WF85 Job Reference (optional) I36032882 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-lCTXpOW2yiG9Edzg?tB4eU5dIRE4dsB?56WW?IzorG0 Scale = 1:27.0 1 2 3 4 5 6 2x4 2x4 3x6 3-10-2 3-10-2 -1-0-0 1-0-0 3-10-2 3-10-2 0-8-04-6-312.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-5-4] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=112/Mechanical, 2=196/0-5-8 Max Horz 2=139(LC 12) Max Uplift 4=-76(LC 12) Max Grav 4=132(LC 20), 2=196(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-8-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 4. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J13 Truss Type Jack-Closed Qty 1 Ply 1 WF85 Job Reference (optional) I36032883 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-DO1v0kWgj0P0snYsYbiJBhdrUrbtMJR8KmG4XkzorG? Scale = 1:16.9 1 2 3 4 2x4 2x4 3x6 1-10-2 1-10-2 -1-0-0 1-0-0 1-10-2 1-10-2 0-8-02-6-312.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-5-4] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.05 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=42/Mechanical, 2=128/0-5-8 Max Horz 2=79(LC 12) Max Uplift 4=-34(LC 12) Max Grav 4=52(LC 20), 2=128(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 4. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J14 Truss Type Jack-Closed Qty 1 Ply 1 WF85 Job Reference (optional) I36032884 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-haaHE4XIUKXtUx726IDYjvA_uFwB5mhIZQ?d3AzorG_ Scale = 1:23.5 1 2 3 4 5 2x4 2x4 3x6 3-1-14 3-1-14 -1-0-0 1-0-0 3-1-14 3-1-14 0-8-03-9-1412.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-5-4] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.14 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=85/Mechanical, 2=175/0-5-8 Max Horz 2=118(LC 12) Max Uplift 4=-63(LC 12) Max Grav 4=102(LC 20), 2=175(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 4. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J15 Truss Type Jack-Closed Qty 6 Ply 1 WF85 Job Reference (optional) I36032885 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-An8fRQYwFdfk54iFg0knG6j6zfCXqDxRn4lBadzorFz Scale = 1:39.3 1 2 3 4 5 6 7 2x4 2x4 3x6 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-8-06-8-012.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-4-1] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.37 0.35 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.00 (loc) 2-4 2-4 l/defl >999 >430 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=196/Mechanical, 2=266/0-3-8 Max Horz 2=260(LC 12) Max Uplift 4=-171(LC 12) Max Grav 4=322(LC 20), 2=266(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-274/221 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 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 171 lb uplift at joint 4. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J15A Truss Type Jack-Closed Qty 31 Ply 1 WF85 Job Reference (optional) I36032886 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-ezi2fmZY0xnbjEHREjG0oKFEx2YmZgBa0kUk73zorFy Scale = 1:39.3 1 2 3 4 5 6 7 2x4 2x4 3x6 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-8-06-8-012.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-4-1] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.55 0.35 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.00 (loc) 2-4 2-4 l/defl >999 >430 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=196/Mechanical, 2=266/0-3-8 Max Horz 2=204(LC 12) Max Uplift 4=-116(LC 12) Max Grav 4=280(LC 20), 2=266(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 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 116 lb uplift at joint 4. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J16 Truss Type Jack-Closed Qty 1 Ply 1 WF85 Job Reference (optional) I36032887 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:54:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-aMqo4SaoXY1JyYQpL8IUulLc8sFz1ZbtT2zrBxzorFw Scale = 1:39.0 1 2 4 3 5 6 2x4 3x6 2x4 4x4 5-7-8 5-7-8 5-7-8 5-7-8 1-0-96-8-012.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.44 0.30 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 -0.00 (loc) 3-4 3-4 3 l/defl >999 >528 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=189/Mechanical, 3=189/Mechanical Max Horz 4=161(LC 12) Max Uplift 3=-123(LC 12) Max Grav 4=189(LC 1), 3=219(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-5-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J17 Truss Type Jack-Closed Qty 1 Ply 1 WF85 Job Reference (optional) I36032888 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:55:00 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-2YOAHobRIs9Aai?0vrpjQytsXGdpm1K1iijOjOzorFv Scale = 1:36.8 1 2 3 6 5 4 2x4 3x6 4x6 2x4 2x4 3x4 2-6-13 2-6-13 3-7-8 1-0-11 2-6-13 2-6-13 3-7-8 1-0-11 3-9-95-7-56-8-08.49 12 12.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.08 0.13 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.02 -0.00 (loc) 5 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=120/Mechanical, 4=120/Mechanical Max Horz 6=79(LC 12) Max Uplift 4=-125(LC 12) Max Grav 6=141(LC 21), 4=151(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 2-6-13, Exterior(2) 2-6-13 to 3-5-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 4. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J18 Truss Type Jack-Closed Qty 1 Ply 1 WF85 Job Reference (optional) I36032889 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:55:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-WkyYU8c33AH1CsaCTZKyzAQ1ggzuVUAAxLSyGqzorFu Scale = 1:43.0 1 2 4 3 2x4 3x4 2x4 2x4 1-7-8 1-7-8 1-7-8 1-7-8 6-7-87-9-48.49 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.12 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 4 4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=48/Mechanical, 3=48/Mechanical Max Horz 4=28(LC 12) Max Uplift 4=-19(LC 10), 3=-151(LC 12) Max Grav 4=143(LC 12), 3=88(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 4 and 151 lb uplift at joint 3. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J19 Truss Type Jack-Closed Qty 2 Ply 1 WF85 Job Reference (optional) I36032890 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:55:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-_xVxiTchqTPup?9O0GrBVNy5l3FxExQJA?CVoGzorFt Scale = 1:39.0 1 2 3 4 5 6 2x4 2x4 3x6 6-0-0 6-0-0 6-0-0 6-0-0 0-8-06-8-012.00 12 Plate Offsets (X,Y)-- [1:0-0-3,0-0-3], [1:0-0-7,0-4-1] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.55 0.35 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.00 (loc) 1-3 1-3 l/defl >999 >430 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=202/Mechanical, 1=202/0-3-8 Max Horz 1=187(LC 12) Max Uplift 3=-119(LC 12) Max Grav 3=286(LC 19), 1=202(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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 119 lb uplift at joint 3. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J20 Truss Type JACK-CLOSED Qty 7 Ply 1 WF85 Job Reference (optional) I36032891 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:55:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-_xVxiTchqTPup?9O0GrBVNyCR3JBExQJA?CVoGzorFt Scale = 1:22.2 1 2 3 4 5 2x4 2x4 3x6 2-10-12 2-10-12 -1-0-0 1-0-0 2-10-12 2-10-12 0-8-03-6-1212.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-4-1] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.12 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=79/Mechanical, 2=163/0-3-8 Max Horz 2=110(LC 12) Max Uplift 4=-57(LC 12) Max Grav 4=95(LC 20), 2=163(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-9-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 4. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J21 Truss Type Jack-Closed Qty 3 Ply 1 WF85 Job Reference (optional) I36032892 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:55:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-S73JvpdJbnXkR9kba_MQ2bVM2Tf_zOgTOfx2KjzorFs Scale = 1:21.9 1 2 3 5 4 3x4 3x4 2x4 2x4 1-0-4 1-0-4 -1-0-0 1-0-0 1-0-4 1-0-4 2-8-03-8-412.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.13 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=130/0-3-8, 4=-20/Mechanical Max Horz 5=-67(LC 10) Max Uplift 5=-65(LC 10), 4=-150(LC 9) Max Grav 5=158(LC 21), 4=132(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 4. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J22 Truss Type Jack-Closed Qty 2 Ply 1 WF85 Job Reference (optional) I36032893 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:55:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-xJdh79exM5fb3JJn8hufbo2Zzt0JirwcdJhcs9zorFr Scale = 1:16.4 1 2 3 4 2x4 2x4 3x6 1-8-15 1-8-15 -1-0-0 1-0-0 1-8-15 1-8-15 0-8-02-4-1512.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-4-1] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.05 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=38/Mechanical, 2=125/0-3-8 Max Horz 2=76(LC 12) Max Uplift 4=-32(LC 12) Max Grav 4=49(LC 20), 2=125(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 4. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J23 Truss Type JACK-CLOSED Qty 2 Ply 1 WF85 Job Reference (optional) I36032894 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:55:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-PWB3KVfZ7OnSgTuziOPu70ak5HMkRI9mszQ9PbzorFq Scale = 1:21.2 1 2 4 3 2x4 2x4 2x4 2x4 0-10-12 0-10-12 0-10-12 0-10-12 2-8-03-6-1212.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.03 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 4 4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=21/0-3-8, 3=21/Mechanical Max Horz 4=18(LC 12) Max Uplift 4=-15(LC 10), 3=-86(LC 12) Max Grav 4=82(LC 12), 3=45(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 3. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4. This connection is for uplift only and does not consider lateral forces. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J24 Truss Type Jack-Closed Qty 1 Ply 1 WF85 Job Reference (optional) I36032895 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:55:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-PWB3KVfZ7OnSgTuziOPu70agrHLrRI9mszQ9PbzorFq Scale: 1/2"=1' 1 2 3 4 5 2x4 2x4 3x6 1-10-15 1-10-15 -2-4-0 2-4-0 1-10-15 1-10-15 0-8-02-6-1512.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-4-1] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.30 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=-20/Mechanical, 2=263/0-3-8 Max Horz 2=134(LC 12) Max Uplift 4=-47(LC 18), 2=-50(LC 12) Max Grav 4=48(LC 16), 2=263(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-4-0 to 0-8-0, Interior(1) 0-8-0 to 1-9-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 4. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J25 Truss Type Jack-Closed Qty 1 Ply 1 WF85 Job Reference (optional) I36032896 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:55:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-LuJqlBgqf01Awn1MppRMCRg?44?GvCf3JHvGTUzorFo Scale = 1:34.1 1 2 3 4 5 6 2x4 2x4 3x6 3-10-15 3-10-15 -2-4-0 2-4-0 3-10-15 3-10-15 0-8-04-6-1512.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-4-1] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.32 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=85/Mechanical, 2=297/0-3-8 Max Horz 2=212(LC 12) Max Uplift 4=-91(LC 12) Max Grav 4=132(LC 20), 2=297(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-4-0 to 0-8-0, Interior(1) 0-8-0 to 3-9-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 4. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss J26 Truss Type JACK-CLOSED Qty 1 Ply 1 WF85 Job Reference (optional) I36032897 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:55:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-HHRaAti4BdHu94BkxETqIslOYuiRN69LnbONYMzorFm Scale = 1:20.7 1 2 3 5 43x4 3x4 2x4 2x4 1-1-11 1-1-11 -1-5-0 1-5-0 1-1-11 1-1-11 2-8-03-5-118.49 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.13 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=187/0-4-9, 4=-44/Mechanical Max Horz 5=-65(LC 10) Max Uplift 5=-10(LC 10), 4=-117(LC 9) Max Grav 5=187(LC 1), 4=95(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 4. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss M01 Truss Type Monopitch Qty 5 Ply 1 WF85 Job Reference (optional) I36032898 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:55:11 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-DfYKbYjKjEYcOOL72fWINHqgriOwr?feEvtTcFzorFk Scale = 1:29.6 1 2 3 4 5 2x4 2x4 3x6 3-0-0 3-0-0 -2-4-0 2-4-0 3-0-0 3-0-0 0-8-03-8-012.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-4-1] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.33 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=38/Mechanical, 2=279/0-3-8 Max Horz 2=176(LC 12) Max Uplift 4=-58(LC 12), 2=-17(LC 12) Max Grav 4=83(LC 10), 2=279(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-4-0 to 0-8-0, Interior(1) 0-8-0 to 2-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 4. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss M02 Truss Type Monopitch Qty 1 Ply 1 WF85 Job Reference (optional) I36032899 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:55:11 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-DfYKbYjKjEYcOOL72fWINHqjbiO1r?feEvtTcFzorFk Scale = 1:21.5 1 2 3 2x4 2x4 3x6 3-0-0 3-0-0 3-0-0 3-0-0 0-8-03-8-012.00 12 Plate Offsets (X,Y)-- [1:0-0-3,0-0-3], [1:0-0-7,0-4-1] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 1-3 1-3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=96/Mechanical, 1=96/0-3-8 Max Horz 1=124(LC 12) Max Uplift 3=-93(LC 12) Max Grav 3=133(LC 19), 1=96(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 3. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss M03 Truss Type MONOPITCH Qty 1 Ply 1 WF85 Job Reference (optional) I36032900 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:55:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-is6joukyUYgT0YwJcN1XvUNvt5kAaSuoTZd18hzorFj Scale = 1:21.2 1 2 3 5 4 2x4 2x4 3x4 3x4 0-10-12 0-10-12 -1-0-0 1-0-0 0-10-12 0-10-12 2-8-03-6-1212.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 15.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.12 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=-34/Mechanical, 5=135/0-3-8 Max Horz 5=-66(LC 10) Max Uplift 4=-171(LC 9), 5=-85(LC 10) Max Grav 4=146(LC 10), 5=174(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=15.4 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 171 lb uplift at joint 4. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss V01 Truss Type VALLEY Qty 1 Ply 1 WF85 Job Reference (optional) I36032901 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:55:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-A2g50ElaEsoKeiVWA4YmSiw3_V3FJvDxhDMah8zorFi Scale: 3/8"=1' 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x4 3x4 5x6 2x4 2x4 2x4 2x4 0-0-7 0-0-7 16-9-15 16-9-8 8-4-15 8-4-15 16-9-15 8-5-0 0-0-44-11-80-0-47.07 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0], [7:0-3-0,0-3-0] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.11 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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. REACTIONS.All bearings 16-9-1. (lb) - Max Horz 1=-90(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=350(LC 19), 6=350(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-255/131, 4-6=-255/131 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-6-7 to 3-6-7, Interior(1) 3-6-7 to 8-4-15, Exterior(2) 8-4-15 to 11-4-15, Interior(1) 11-4-15 to 16-3-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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, 8, 6. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss V02 Truss Type VALLEY Qty 1 Ply 1 WF85 Job Reference (optional) I36032902 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:55:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-eEETDamD?9wBFr4ijn3??vSFSvPd2Mi5wt68DazorFh Scale = 1:27.1 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-7 0-0-7 14-0-7 14-0-0 7-0-4 7-0-4 14-0-7 7-0-3 0-0-44-1-100-0-47.07 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.10 0.04 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: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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. REACTIONS.All bearings 13-11-9. (lb) - Max Horz 1=-74(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=289(LC 19), 6=289(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-6-7 to 3-6-7, Interior(1) 3-6-7 to 7-0-4, Exterior(2) 7-0-4 to 10-0-4, Interior(1) 10-0-4 to 13-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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, 8, 6. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss V03 Truss Type VALLEY Qty 1 Ply 1 WF85 Job Reference (optional) I36032903 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:55:15 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-6RorQwnrmT21t?fuHVaEX7?OBJj1npxE9Xrhl0zorFg Scale = 1:21.8 1 2 3 4 5 6 7 8 3x4 4x6 3x4 2x4 0-0-7 0-0-7 11-3-0 11-2-9 5-7-8 5-7-8 11-3-0 5-7-8 0-0-43-3-120-0-47.07 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.25 0.22 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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. REACTIONS.(lb/size)1=171/11-2-2, 3=171/11-2-2, 4=390/11-2-2 Max Horz 1=-58(LC 8) Max Uplift 1=-17(LC 12), 3=-25(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-6-7 to 3-6-7, Interior(1) 3-6-7 to 5-7-8, Exterior(2) 5-7-8 to 8-7-8, Interior(1) 8-7-8 to 10-8-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss V04 Truss Type VALLEY Qty 1 Ply 1 WF85 Job Reference (optional) I36032904 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:55:15 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-6RorQwnrmT21t?fuHVaEX7?P4JlcnpGE9Xrhl0zorFg Scale = 1:17.7 1 2 3 4 5 6 7 8 2x4 4x4 2x4 2x4 0-0-7 0-0-7 8-5-9 8-5-2 4-2-12 4-2-12 8-5-9 4-2-13 0-0-42-5-150-0-47.07 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.12 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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. REACTIONS.(lb/size)1=137/8-4-11, 3=137/8-4-11, 4=258/8-4-11 Max Horz 1=-42(LC 8) Max Uplift 1=-18(LC 12), 3=-24(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-6-7 to 3-6-7, Interior(1) 3-6-7 to 4-2-12, Exterior(2) 4-2-12 to 7-2-12, Interior(1) 7-2-12 to 7-11-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss V05 Truss Type VALLEY Qty 1 Ply 1 WF85 Job Reference (optional) I36032905 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:55:16 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-adMDeGnTXnAuV9D5rC5T4KYbjj6xWGhNOBbEISzorFf Scale = 1:13.1 1 2 3 4 2x4 4x4 2x4 2x4 0-0-7 0-0-7 5-8-1 5-7-10 2-10-1 2-10-1 5-8-1 2-10-0 0-0-41-8-10-0-47.07 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=85/5-7-3, 3=85/5-7-3, 4=161/5-7-3 Max Horz 1=-26(LC 8) Max Uplift 1=-11(LC 12), 3=-15(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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. February 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1900016 Truss V06 Truss Type VALLEY Qty 1 Ply 1 WF85 Job Reference (optional) I36032906 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Feb 3 12:55:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:jrqRyxGN7nikMBh_0V5ZU0zpfqf-2pvbrco5I4Il6JoHPwcicY4nN6SNFj8XcrKoqvzorFe Scale = 1:7.0 1 2 3 2x4 3x4 2x4 2-10-3 2-10-3 2-10-10 0-0-7 1-5-5 1-5-5 2-10-10 1-5-5 0-0-40-10-30-0-47.07 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 16.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=65/2-9-12, 3=65/2-9-12 Max Horz 1=-10(LC 8) Max Uplift 1=-2(LC 12), 3=-2(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pg= 20.0 psf (ground snow); Pf=16.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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. February 4,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths