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HomeMy WebLinkAboutOBF-095 Seal Truss Drawings16023 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 McCabe Lumber. February 13,2019 Liu, Xuegang Pages or sheets covered by this seal: I36135195 thru I36135214 My license renewal date for the state of Indiana is July 31, 2020. J180509R1 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: FISCHER OBF-095 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 J180509R1 Truss A01 Truss Type Hip Qty 1 Ply 1 FISCHER OBF-095 Job Reference (optional) I36135195 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:14:54 2019 Page 1 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-hwCMrlUoJRoc4lYiLsCHSNIZVgxjjh7LIYN9UPzlag? Scale = 1:52.4 1 2 3 4 5 6 7 8 11 10 9 20 5x6 5x6 4x10 MT18HS 4x4 4x4 1.5x4 3x4 4x10 MT18HS 4x4 8-3-0 8-3-0 11-9-0 3-6-0 20-0-0 8-3-0 -1-0-0 1-0-0 8-3-0 8-3-0 11-9-0 3-6-0 20-0-0 8-3-0 21-0-0 1-0-0 1-0-09-0-149-3-01-0-09-0-1412.00 12 Plate Offsets (X,Y)-- [2:0-6-13,0-0-2], [4:0-3-9,0-2-8], [5:0-3-9,0-2-8], [7:0-6-13,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MS 0.72 0.68 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.18 -0.25 0.08 (loc) 11-14 11-14 7 l/defl >999 >945 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 94 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0, Right 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 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 4-9 REACTIONS.(lb/size)2=794/0-3-8, 7=794/0-3-8 Max Horz 2=177(LC 9) Max Uplift 2=-58(LC 10), 7=-58(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-747/269, 4-5=-434/190, 5-7=-747/271 BOT CHORD 2-11=-33/440, 9-11=-34/437, 7-9=0/435 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 2 and 58 lb uplift at joint 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 13,2019 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 J180509R1 Truss A01GE Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-095 Job Reference (optional) I36135196 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:14:55 2019 Page 1 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-96mk35UQ4lwTiu7uvZjW_bquM4RwS8JVXC6j1szlag_ Scale = 1:41.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 34 33 32 31 30 29 28 27 26 25 24 23 22 3x4 3x4 3x10 4x4 5x6 3x10 4x4 20-0-0 20-0-0 -1-0-0 1-0-0 6-3-0 6-3-0 13-9-0 7-6-0 20-0-0 6-3-0 21-0-0 1-0-0 1-0-07-3-01-0-07-3-012.00 12 Plate Offsets (X,Y)-- [2:0-7-1,Edge], [8:0-1-8,Edge], [14:0-1-8,Edge], [20:0-7-1,Edge], [28:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.07 0.04 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 20 21 20 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 141 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0, Right 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 8-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-0-0. (lb) - Max Horz 2=141(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 28, 29, 30, 31, 32, 33, 20, 27, 26, 24, 23 except 34=-122(LC 10), 22=-112(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 28, 29, 30, 31, 32, 33, 34, 20, 27, 26, 25, 24, 23, 22 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 28, 29, 30, 31, 32, 33, 20, 27, 26, 24, 23 except (jt=lb) 34=122, 22=112. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 13,2019 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 J180509R1 Truss A02 Truss Type Common Qty 5 Ply 1 FISCHER OBF-095 Job Reference (optional) I36135197 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:14:56 2019 Page 1 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-dJK6GQV2r32KJ2i5SHElXoN1bUdDBXUemssGYIzlafz Scale = 1:68.2 1 2 3 4 5 6 7 8 9 10 19 20 21 22 3x12 MT18HS 4x4 4x4 6x8 1.5x4 1.5x4 3x12 MT18HS 4x4 10-0-0 10-0-0 20-0-0 10-0-0 -1-0-0 1-0-0 5-1-12 5-1-12 10-0-0 4-10-4 14-10-4 4-10-4 20-0-0 5-1-12 21-0-0 1-0-0 1-0-011-0-01-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [8:0-7-1,Edge], [10:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MS 0.23 0.67 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.34 0.03 (loc) 10-13 10-17 2 l/defl >999 >711 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 94 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0, Right 2x6 SPF No.2 2-0-0 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=794/0-3-8, 8=794/0-3-8 Max Horz 2=213(LC 9) Max Uplift 2=-47(LC 10), 8=-47(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-757/130, 4-5=-618/171, 5-6=-618/171, 6-8=-757/130 BOT CHORD 2-10=-82/551, 8-10=-5/490 WEBS 5-10=-130/571 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-6-0, Interior(1) 3-6-0 to 5-6-0, Exterior(2) 5-6-0 to 14-6-0, Interior(1) 14-6-0 to 16-6-0, Exterior(2) 16-6-0 to 21-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. February 13,2019 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 J180509R1 Truss A03 Truss Type Common Qty 3 Ply 1 FISCHER OBF-095 Job Reference (optional) I36135198 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:14:57 2019 Page 1 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-5VuUUmWgcMABxCHH0_m_30wCIuzQw_Ln?Wbq4kzlafy Scale = 1:68.2 1 2 3 4 5 67 8 17 18 19 20 3x10 4x4 3x10 4x4 4x4 6x8 1.5x4 1.5x4 10-0-0 10-0-0 20-0-0 10-0-0 5-1-12 5-1-12 10-0-0 4-10-4 14-10-4 4-10-4 20-0-0 5-1-12 1-0-011-0-01-0-012.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [7:0-7-1,Edge], [8:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MS 0.23 0.68 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.34 0.03 (loc) 8-11 8-11 1 l/defl >999 >707 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0, Right 2x6 SPF No.2 2-0-0 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=740/0-3-8, 7=740/0-3-8 Max Horz 1=-194(LC 6) Max Uplift 1=-37(LC 11), 7=-37(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-683/137, 3-4=-623/179, 4-5=-623/179, 5-7=-683/137 BOT CHORD 1-8=-96/546, 7-8=-19/495 WEBS 4-8=-143/571 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 4-6-0, Interior(1) 4-6-0 to 5-6-0, Exterior(2) 5-6-0 to 14-6-0, Interior(1) 14-6-0 to 15-6-0, Exterior(2) 15-6-0 to 20-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. February 13,2019 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 J180509R1 Truss B01 Truss Type Hip Qty 1 Ply 1 FISCHER OBF-095 Job Reference (optional) I36135199 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:14:58 2019 Page 1 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-ahRth6XINgI2ZMsTahHDcDSO2HRMfVFxDALNcBzlafx Scale = 1:36.6 1 2 3 4 5 6 10 9 8 7 11 5x6 5x6 1.5x4 1.5x4 3x4 3x10 3x10 3x10 4-5-8 4-5-8 7-6-8 3-1-0 12-0-0 4-5-8 -1-0-0 1-0-0 4-5-8 4-5-8 7-6-8 3-1-0 12-0-0 4-5-8 13-0-0 1-0-0 2-0-06-3-66-5-82-0-06-3-612.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-1-8], [3:0-3-0,0-1-15], [4:0-3-0,0-1-15], [5:0-3-7,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MS 0.17 0.12 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 0% 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=495/0-3-8, 7=495/0-3-8 Max Horz 10=-155(LC 8) Max Uplift 10=-43(LC 10), 7=-43(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-369/117, 4-5=-369/117, 2-10=-455/131, 5-7=-455/131 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 13,2019 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 J180509R1 Truss B01GE Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-095 Job Reference (optional) I36135200 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:14:59 2019 Page 1 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-2t?FvSXx8_QvAWQg8PoS9R?Z7hnAOyw4Sp4w9dzlafw Scale = 1:27.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 2x4 2x4 3x4 3x4 2x4 2x4 12-0-0 12-0-0 -1-0-0 1-0-0 2-5-8 2-5-8 9-6-8 7-1-0 12-0-0 2-5-8 13-0-0 1-0-0 2-0-04-5-82-0-04-5-812.00 12 Plate Offsets (X,Y)-- [5:0-1-8,Edge], [11:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.09 0.08 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 72 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-0-0. (lb) - Max Horz 26=-119(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 21, 22, 23, 20, 19 except 26=-174(LC 6), 16=-164(LC 7), 25=-159(LC 7), 17=-152(LC 6) Max Grav All reactions 250 lb or less at joint(s) 26, 16, 21, 22, 23, 24, 25, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 22, 23, 20, 19 except (jt=lb) 26=174, 16=164, 25=159, 17=152. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 13,2019 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 J180509R1 Truss B02 Truss Type Common Qty 1 Ply 1 FISCHER OBF-095 Job Reference (optional) I36135201 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:15:01 2019 Page 1 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-_G7?J8ZBgbgdQpa2FqqwEs4s2VR_ss3Nv7Z1DWzlafu Scale = 1:49.7 1 2 3 4 5 8 7 6 2x4 2x4 4x4 3x10 6x8 6x8 6-0-0 6-0-0 12-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 2-0-08-0-02-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MS 0.31 0.25 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 0% 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=495/0-3-8, 6=495/0-3-8 Max Horz 8=186(LC 9) Max Uplift 8=-34(LC 11), 6=-34(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-376/107, 3-4=-376/107, 2-8=-443/127, 4-6=-443/127 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. February 13,2019 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 J180509R1 Truss B03 Truss Type COMMON Qty 2 Ply 1 FISCHER OBF-095 Job Reference (optional) I36135202 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:15:02 2019 Page 1 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-SShNXUapRvoU1z9EpXL9m3d0tvnDbJJX8nJblyzlaft Scale = 1:49.7 1 2 3 6 5 4 2x4 2x4 4x6 4x6 3x10 4x6 6-0-0 6-0-0 12-0-0 6-0-0 6-0-0 6-0-0 12-0-0 6-0-0 2-0-08-0-02-0-012.00 12 Plate Offsets (X,Y)-- [1:0-3-4,Edge], [3:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MS 0.37 0.25 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 0.00 (loc) 4-5 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 lb FT = 0% 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=433/0-3-8, 4=433/0-3-8 Max Horz 6=-164(LC 6) Max Uplift 6=-28(LC 11), 4=-28(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-376/93, 2-3=-376/93, 1-6=-382/85, 3-4=-382/85 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. February 13,2019 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 J180509R1 Truss B03GIR Truss Type COMMON Qty 1 Ply 2 FISCHER OBF-095 Job Reference (optional) I36135203 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:15:04 2019 Page 1 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-Orp8yAb3yW3BHHJdwyOdsUiIAiO?37Tpc5ohqqzlafr Scale = 1:49.7 1 2 3 7 6 5 489101112 5x6 8x8 4x6 8x8 4x6 4x6 4x6 3-8-1 3-8-1 8-3-15 4-7-14 12-0-0 3-8-1 6-0-0 6-0-0 12-0-0 6-0-0 2-0-08-0-02-0-012.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-6-0], [6:0-4-0,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MS 0.58 0.55 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.11 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.1 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=4786/0-3-8, 4=5533/0-3-8 Max Horz 7=-160(LC 6) Max Uplift 7=-297(LC 9), 4=-340(LC 8) Max Grav 7=5384(LC 2), 4=6242(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4302/288, 2-3=-4287/287, 1-7=-4466/263, 3-4=-4448/262 BOT CHORD 6-7=-184/254, 5-6=-137/2053 WEBS 2-6=-170/3022, 2-5=-168/2987, 1-6=-193/3162, 3-5=-193/3146 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: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 7, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=297, 4=340. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1812 lb down and 106 lb up at 1-5-4, 1812 lb down and 106 lb up at 3-5-4, 1812 lb down and 106 lb up at 5-5-4, 1812 lb down and 106 lb up at 7-5-4, and 1812 lb down and 106 lb up at 9-5-4, and 1818 lb down and 100 lb up at 11-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 4-7=-20, 1-2=-54, 2-3=-54 Continued on page 2 February 13,2019 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 J180509R1 Truss B03GIR Truss Type COMMON Qty 1 Ply 2 FISCHER OBF-095 Job Reference (optional) I36135203 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:15:04 2019 Page 2 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-Orp8yAb3yW3BHHJdwyOdsUiIAiO?37Tpc5ohqqzlafr LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-1574 8=-1574 9=-1574 10=-1574 11=-1574 12=-1580 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 J180509R1 Truss C01 Truss Type Common Qty 5 Ply 1 FISCHER OBF-095 Job Reference (optional) I36135204 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:15:05 2019 Page 1 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-s1MW9VchjqB2vRupUfvsOiFYp6fuodHzqlXFMHzlafq Scale = 1:36.9 1 2 3 4 5 6 7 8 15 16 17 18 3x6 6x8 4x4 1.5x4 1.5x4 3x6 10-6-0 10-6-0 21-0-0 10-6-0 -1-0-0 1-0-0 5-5-12 5-5-12 10-6-0 5-0-4 15-6-4 5-0-4 21-0-0 5-5-12 22-0-0 1-0-0 0-5-04-9-80-5-05.00 12 Plate Offsets (X,Y)-- [2:0-0-14,0-1-8], [6:0-0-14,0-1-8], [8:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MS 0.26 0.83 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.45 0.05 (loc) 8-11 8-11 6 l/defl >999 >556 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 0% 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 4-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=831/0-3-8, 6=831/0-3-8 Max Horz 2=-63(LC 15) Max Uplift 2=-81(LC 10), 6=-81(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1439/265, 3-4=-1075/173, 4-5=-1075/173, 5-6=-1439/265 BOT CHORD 2-8=-174/1289, 6-8=-174/1289 WEBS 4-8=-0/547, 5-8=-403/174, 3-8=-403/174 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-6-0, Interior(1) 3-6-0 to 6-0-0, Exterior(2) 6-0-0 to 15-0-0, Interior(1) 15-0-0 to 17-6-0, Exterior(2) 17-6-0 to 22-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. February 13,2019 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 J180509R1 Truss C01GE Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-095 Job Reference (optional) I36135205 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:15:07 2019 Page 1 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-pQUGaBeyFRRm8k2Cc4xKT7KyewXoGauGI30LR9zlafo Scale = 1:36.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 31 32 33 34 4x4 3x4 5x6 3x4 21-0-0 21-0-0 -1-0-0 1-0-0 10-6-0 10-6-0 21-0-0 10-6-0 22-0-0 1-0-0 0-5-04-9-80-5-05.00 12 Plate Offsets (X,Y)-- [24:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.05 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 16 16 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 89 lb FT = 0% 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 21-0-0. (lb) - Max Horz 2=-63(LC 15) Max Uplift All uplift 100 lb or less at joint(s) 2, 25, 26, 27, 28, 29, 30, 23, 16, 22, 21, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 24, 25, 26, 27, 28, 29, 30, 23, 16, 22, 21, 20, 19, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 3-6-0, Exterior(2) 3-6-0 to 6-0-0, Corner(3) 6-0-0 to 15-0-0, Exterior(2) 15-0-0 to 17-6-0, Corner(3) 17-6-0 to 22-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 25, 26, 27, 28, 29, 30, 23, 16, 22, 21, 20, 19, 18. February 13,2019 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 J180509R1 Truss CAP01 Truss Type GABLE Qty 2 Ply 1 FISCHER OBF-095 Job Reference (optional) I36135206 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:15:10 2019 Page 1 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-D?APCDgqYMpL?CmnHDV15lySb7ZUTwMi_1F01Uzlafl Scale = 1:39.4 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 1 27 28 15 4x4 3x4 5x6 3x4 20-2-0 20-2-0 10-1-0 10-1-0 20-2-0 10-1-0 5-10-90-1-107.00 12 Plate Offsets (X,Y)-- [21:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.07 0.04 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 86 lb FT = 0% 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 20-2-0. (lb) - Max Horz 1=111(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 15, 14, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 2 Max Grav All reactions 250 lb or less at joint(s) 1, 15, 14, 21, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 2 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-8 to 4-9-0, Interior(1) 4-9-0 to 5-7-0, Exterior(2) 5-7-0 to 14-7-0, Interior(1) 14-7-0 to 15-4-8, Exterior(2) 15-4-8 to 19-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 15, 14, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 2. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 13,2019 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 J180509R1 Truss D01 Truss Type ROOF TRUSS Qty 14 Ply 1 FISCHER OBF-095 Job Reference (optional) I36135207 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:15:12 2019 Page 1 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-9OI9dvh44z33EWw9OeXVAA1fyx7IxhG?RLk66Nzlafj Scale = 1:113.2 1 2 3 4 5 6 7 9 8 10 11 12 14 15 16 17 27 26 25 24 23 22 21 20 19 18 29 28 30 31 32 35 36 37 38 4x6 MTH18D 6x8 4x6 MTH18D 6x8 6x8 4x6 3x6 5x6 4x6 10x12 5x6 7x8 4x6 5x6 3x6 5x6 12x18 MT18HS 2x4 4x6 4x6 4x8 2x4 2x4 6x8 4x8 2x4 HNH18 6x8 8x8 17-4-8 15-4-8 15-3-08-1-1417-4-8 15-4-8 5-3-8 5-3-8 10-1-12 4-10-4 17-0-0 6-10-4 32-9-4 15-9-4 37-2-0 4-4-12 44-0-4 6-10-4 48-0-0 3-11-12 -1-0-0 1-0-0 5-3-8 5-3-8 10-1-12 4-10-4 17-0-0 6-10-4 21-2-4 4-2-4 25-0-0 3-9-12 28-9-12 3-9-12 37-2-0 8-4-4 44-0-4 6-10-4 48-0-0 3-11-12 0-7-010-6-016-4-94-2-310-6-07.00 12 Plate Offsets (X,Y)-- [6:0-2-8,0-3-0], [7:0-0-11,0-1-2], [9:0-1-10,0-2-12], [13:25-7-0,27-5-3], [22:0-3-8,0-7-8], [24:0-3-8,0-7-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MS 0.65 0.46 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.41 -0.71 0.07 -0.32 (loc) 22-24 22-24 18 22-24 l/defl >999 >804 n/a 581 L/d 240 180 n/a 360 PLATES MT20 MT18HS MII18 Weight: 456 lb FT = 0% GRIP 197/144 197/144 141/138 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP 2400F 1.7E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-24, 15-20, 22-29 JOINTS 1 Brace at Jt(s): 14, 8, 30, 10, 31, 11, 32 REACTIONS.(lb/size)2=1899/0-3-8, 18=1851/0-3-8 Max Horz 2=350(LC 7) Max Uplift 2=-115(LC 10), 18=-58(LC 11) Max Grav 2=2193(LC 18), 18=2145(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3877/153, 3-4=-3652/207, 4-6=-3155/132, 6-9=-657/195, 6-8=-2535/101, 8-10=-2439/0, 10-11=-2439/0, 11-14=-2202/63, 14-15=-2316/79, 9-15=-653/195, 15-16=-2331/173, 16-17=-1610/117, 17-18=-2107/105 BOT CHORD 2-27=-285/3527, 26-27=-285/3527, 24-26=-259/3326, 22-24=-2/2776, 20-22=0/1988, 19-20=-48/1349 WEBS 4-26=-131/577, 4-24=-899/327, 15-20=-1163/190, 16-20=0/794, 16-19=-1119/115, 17-19=-38/1825, 22-29=-358/25, 14-29=-338/95, 28-30=0/396, 30-31=0/396, 24-28=0/1023, 6-28=0/1094, 8-31=-293/140, 11-31=-64/291, 15-22=-136/2100 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 20-3-9, Exterior(2) 20-3-9 to 33-10-7, Interior(1) 33-10-7 to 43-0-10, Exterior(2) 43-0-10 to 47-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Attach MiTek HNH18 (Half and Half Plate) on each face of truss with USP NA11 nails (0.131" x 1.5") in pre-punched holes provided. All nail holes must be filled (5 Nails per side 10 nails total). 6) See HINGE PLATE DETAILS for plate placement. 7) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Ceiling dead load (5.0 psf) on member(s). 28-30, 30-31, 31-32, 29-32 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 22-24 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18 except (jt=lb) 2=115. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Attic room checked for L/360 deflection. February 13,2019 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 J180509R1 Truss D01GE Truss Type GABLE Qty 2 Ply 1 FISCHER OBF-095 Job Reference (optional) I36135208 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:15:19 2019 Page 1 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-SkDp5InTQ7x3aayWJc98zfqyKlaT4xu12xw_sTzlafc Scale = 1:97.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 41 40 39 38 37 36 35 34 33 32 3130 29 28 27 26 25 24 23 22 21 20 19 18 17 16 43 42 44 45 46 4x6 6x8 4x6 6x8 6x8 6x8 4x6 3x6 5x6 4x6 5x6 5x6 4x6 5x6 3x6 5x6 5x6 4x6 4x6 4x8 6x8 4x8 6x8 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 10x12 3x6 3x6 3x6 3x6 3x6 3x6 15-3-08-1-1415-4-817-4-8 5-3-8 5-3-8 10-1-12 4-10-4 17-0-0 6-10-4 32-9-4 15-9-4 37-2-0 4-4-12 44-0-4 6-10-4 48-0-0 3-11-12 -1-0-0 1-0-0 5-3-8 5-3-8 10-1-12 4-10-4 17-0-0 6-10-4 21-2-4 4-2-4 25-0-0 3-9-12 28-9-12 3-9-12 37-2-0 8-4-4 44-0-4 6-10-4 48-0-0 3-11-12 0-7-010-6-04-2-310-6-07.00 12 Plate Offsets (X,Y)-- [6:0-0-0,0-2-12], [6:0-4-0,0-3-3], [7:0-1-12,0-0-0], [13:0-5-4,0-3-0], [24:0-1-5,0-1-0], [25:0-6-0,0-7-8], [70:0-1-12,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.20 0.23 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.00 (loc) 27-29 27-29 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 552 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP No.1 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-29, 13-24, 14-24, 27-43, 29-42, 13-27 JOINTS 1 Brace at Jt(s): 42, 43, 44, 45, 46 REACTIONS.All bearings 48-0-0. (lb) - Max Horz 2=236(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 39, 24, 27, 33, 40, 41, 23 except 36=-114(LC 10), 19=-108(LC 11), 30=-939(LC 3), 26=-487(LC 3) Max Grav All reactions 250 lb or less at joint(s) 2, 39, 16, 16, 34, 35, 37, 38, 40, 41, 22, 21, 20, 18, 17 except 36=292(LC 18), 29=1333(LC 3), 24=338(LC 23), 19=258(LC 19), 27=1116(LC 23), 31=297(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-1108/562, 9-10=-1108/562 WEBS 14-19=-251/106, 27-43=-580/243, 12-43=-328/142, 42-44=-381/870, 44-45=-381/870, 45-46=-340/827, 43-46=-340/827, 29-42=-676/242, 7-42=-423/136, 8-42=-926/406, 8-45=-166/404, 10-45=-174/417, 10-43=-882/363 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 3-9-10, Exterior(2) 3-9-10 to 12-2-6, Corner(3) 12-2-6 to 21-9-10, Exterior(2) 21-9-10 to 32-4-6, Corner(3) 32-4-6 to 41-11-10, Exterior(2) 41-11-10 to 43-0-10, Corner(3) 43-0-10 to 47-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 39, 24, 27, 33, 40, 41, 23 except (jt=lb) 36=114, 19=108, 30=939, 26=487. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Attic room checked for L/360 deflection. February 13,2019 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 J180509R1 Truss D01GIR Truss Type ROOF TRUSS Qty 2 Ply 2 FISCHER OBF-095 Job Reference (optional) I36135209 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:15:22 2019 Page 1 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-tJuxkJpMj2KeR2h4_kiraHSOMzUkH9eTku9eTozlafZ Scale = 1:114.6 1 2 3 4 5 6 7 9 8 10 11 12 14 15 16 17 27 26 25 24 23 22 21 20 19 18 29 28 30 31 32 35 36 37 38 39 4x6 MTH18D 6x12 4x6 MTH18D 6x8 6x8 4x6 3x6 5x6 4x6 12x18 MT18HS 5x6 6x8 4x6 5x6 3x8 MT18HS 5x6 12x18 MT18HS 2x4 4x6 4x8 4x8 2x4 2x4 6x8 4x8 2x4 HNH18 6x8 7x10 MT18HS 17-4-8 15-4-8 15-3-08-1-1417-4-8 15-4-8 5-3-8 5-3-8 10-1-12 4-10-4 17-0-0 6-10-4 32-9-4 15-9-4 37-2-0 4-4-12 44-0-4 6-10-4 48-0-0 3-11-12 -1-0-0 1-0-0 5-3-8 5-3-8 10-1-12 4-10-4 17-0-0 6-10-4 21-2-4 4-2-4 25-0-0 3-9-12 28-9-12 3-9-12 37-2-0 8-4-4 44-0-4 6-10-4 48-0-0 3-11-12 0-7-010-6-016-4-94-2-310-6-07.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-15], [7:0-0-11,0-1-2], [9:0-1-9,0-2-12], [13:0-0-11,0-1-2], [15:0-3-4,0-1-8], [22:0-7-4,0-8-0], [24:0-3-8,0-8-0], [29:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MS 0.53 0.71 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.61 -0.99 0.10 -0.39 (loc) 22-24 22-24 18 22-24 l/defl >939 >582 n/a 482 L/d 240 180 n/a 360 PLATES MT20 MT18HS MII18 Weight: 948 lb FT = 0% GRIP 197/144 197/144 141/138 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP 2400F 1.7E WEBS 2x4 SPF No.2 *Except* 14-22: 2x8 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-20 JOINTS 1 Brace at Jt(s): 14, 8, 30, 10, 31, 11, 32 REACTIONS.(lb/size)2=3684/0-3-8, 18=3625/0-3-8 Max Horz 2=350(LC 7) Max Uplift 2=-352(LC 10), 18=-293(LC 11) Max Grav 2=5473(LC 18), 18=5360(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10291/618, 3-4=-10167/673, 4-6=-9742/543, 6-9=-657/195, 6-8=-8792/558, 8-10=-6904/242, 10-11=-6904/242, 11-14=-5596/389, 14-15=-7696/454, 9-15=-653/195, 15-16=-6403/399, 16-17=-4021/229, 17-18=-5301/298 BOT CHORD 2-27=-686/9059, 26-27=-686/9059, 24-26=-662/8968, 22-24=-422/8452, 20-22=-241/5594, 19-20=-202/3471 WEBS 4-26=-111/464, 4-24=-835/304, 15-20=-3414/326, 16-20=-99/2655, 16-19=-3107/258, 17-19=-248/4718, 22-29=-1026/73, 14-29=-798/104, 28-30=0/392, 30-31=0/392, 31-32=-1897/482, 29-32=-1897/482, 24-28=-152/4543, 6-28=-109/4500, 8-28=-165/423, 8-31=-1557/272, 11-31=-128/839, 11-29=-804/0, 15-22=-459/7120 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 20-3-9, Exterior(2) 20-3-9 to 33-10-7, Interior(1) 33-10-7 to 43-0-10, Exterior(2) 43-0-10 to 47-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Attach MiTek HNH18 (Half and Half Plate) on each face of truss with USP NA11 nails (0.131" x 1.5") in pre-punched holes provided. All nail holes must be filled (5 Nails per side 10 nails total). 8) See HINGE PLATE DETAILS for plate placement. 9) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Ceiling dead load (5.0 psf) on member(s). 28-30, 30-31, 31-32, 29-32Continued on page 2 February 13,2019 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 J180509R1 Truss D01GIR Truss Type ROOF TRUSS Qty 2 Ply 2 FISCHER OBF-095 Job Reference (optional) I36135209 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:15:22 2019 Page 2 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-tJuxkJpMj2KeR2h4_kiraHSOMzUkH9eTku9eTozlafZ NOTES- 12) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 22-24 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=352, 18=293. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2756 lb down and 199 lb up at 17-2-12, and 1654 lb down and 120 lb up at 23-2-12, and 2124 lb down and 154 lb up at 32-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 16) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-54, 6-9=-54, 9-15=-54, 15-17=-54, 2-18=-20, 28-29=-10 Concentrated Loads (lb) Vert: 24=-1500(F) 22=-1156(F) 39=-900(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 J180509R1 Truss D02 Truss Type ROOF TRUSS Qty 6 Ply 1 FISCHER OBF-095 Job Reference (optional) I36135210 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:15:23 2019 Page 1 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-LVSJxfq_UMSV3CGHYRD47V?XAMvq0daczYuC?EzlafY Scale = 1:110.2 1 2 3 4 5 6 7 9 8 10 11 12 14 15 16 17 27 26 25 24 23 22 21 20 19 18 29 28 30 31 32 35 36 37 38 4x6 MTH18D 6x8 4x6 MTH18D 6x8 6x8 4x6 3x6 5x6 4x6 10x12 5x6 6x8 4x6 5x6 3x6 5x6 10x12 2x4 4x6 4x6 4x8 2x4 2x4 6x8 4x8 2x4 HNH18 6x8 6x8 17-4-8 15-4-8 15-3-08-1-1417-4-8 15-4-8 5-3-8 5-3-8 10-1-12 4-10-4 17-0-0 6-10-4 32-9-4 15-9-4 37-2-0 4-4-12 44-0-4 6-10-4 48-0-0 3-11-12 -1-0-0 1-0-0 5-3-8 5-3-8 10-1-12 4-10-4 17-0-0 6-10-4 21-2-4 4-2-4 25-0-0 3-9-12 28-9-12 3-9-12 37-2-0 8-4-4 44-0-4 6-10-4 48-0-0 3-11-12 0-7-010-6-016-4-94-2-310-6-07.00 12 Plate Offsets (X,Y)-- [6:0-3-8,0-3-0], [7:0-0-11,0-1-2], [9:0-1-10,0-2-12], [13:25-7-0,27-5-3], [22:0-3-8,0-7-4], [24:0-3-8,0-7-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MS 0.65 0.40 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.31 -0.50 0.04 -0.24 (loc) 22-24 22-24 18 22-24 l/defl >999 >898 n/a 767 L/d 240 180 n/a 360 PLATES MT20 MT18HS MII18 Weight: 456 lb FT = 0% GRIP 197/144 197/144 141/138 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP 2400F 1.7E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-20, 22-29, 24-28 JOINTS 1 Brace at Jt(s): 14, 8, 30, 10, 31, 11, 32 REACTIONS.(lb/size)2=945/0-3-8, 26=1211/0-3-8, 18=1594/0-3-8 Max Horz 2=350(LC 7) Max Uplift 2=-72(LC 11), 26=-387(LC 10), 18=-86(LC 11) Max Grav 2=1272(LC 19), 26=1578(LC 18), 18=1938(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2203/164, 3-4=-1873/224, 4-6=-2564/144, 6-9=-657/195, 6-8=-1789/53, 8-10=-1988/0, 10-11=-1988/0, 11-14=-1790/71, 14-15=-1766/67, 9-15=-653/195, 15-16=-2087/140, 16-17=-1447/94, 17-18=-1894/92 BOT CHORD 2-27=-44/1632, 26-27=-44/1632, 24-26=-38/1393, 22-24=0/1987, 20-22=-12/1656, 19-20=-67/1163 WEBS 3-26=-411/73, 4-26=-1529/334, 4-24=-121/1126, 15-20=-516/98, 16-20=0/655, 16-19=-1015/129, 17-19=-65/1624, 31-32=0/349, 29-32=0/349, 24-28=-208/709, 6-28=-138/765, 11-29=-338/0, 15-22=0/1189 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 20-3-9, Exterior(2) 20-3-9 to 33-10-7, Interior(1) 33-10-7 to 43-0-10, Exterior(2) 43-0-10 to 47-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Attach MiTek HNH18 (Half and Half Plate) on each face of truss with USP NA11 nails (0.131" x 1.5") in pre-punched holes provided. All nail holes must be filled (5 Nails per side 10 nails total). 6) See HINGE PLATE DETAILS for plate placement. 7) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Ceiling dead load (5.0 psf) on member(s). 28-30, 30-31, 31-32, 29-32 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 22-24 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 18 except (jt=lb) 26=387. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Attic room checked for L/360 deflection. February 13,2019 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 J180509R1 Truss E01 Truss Type Monopitch Qty 1 Ply 1 FISCHER OBF-095 Job Reference (optional) I36135211 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:15:24 2019 Page 1 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-ph0i8?rcFfaMgMrT59lJgiXn3mBqlDDmCCelXgzlafX Scale = 1:62.4 1 2 3 4 5 6 7 11 10 9 8 15 16 3x4 4x4 3x10 3x4 3x4 1.5x4 3x4 5x6 1.5x4 0-1-8 8-5-4 8-5-4 17-1-0 8-7-12 -1-0-0 1-0-0 5-7-13 5-7-13 11-2-10 5-6-14 17-1-0 5-10-6 0-7-010-6-97.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-4], [2:0-2-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MS 0.33 0.61 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.37 0.02 (loc) 9-11 9-11 9 l/defl >999 >542 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 0% 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 No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-9, 6-9 REACTIONS.(lb/size)2=678/0-3-8, 9=630/Mechanical Max Horz 2=316(LC 10) Max Uplift 2=-7(LC 10), 9=-177(LC 10) Max Grav 2=678(LC 1), 9=641(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-849/0, 3-5=-673/0 BOT CHORD 2-11=-218/696, 9-11=-117/364 WEBS 3-11=-266/153, 5-11=-10/490, 5-9=-573/185 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-6-0, Interior(1) 3-6-0 to 12-7-0, Exterior(2) 12-7-0 to 17-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 9=177. February 13,2019 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 J180509R1 Truss E02 Truss Type Common Qty 1 Ply 1 FISCHER OBF-095 Job Reference (optional) I36135212 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:15:26 2019 Page 1 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-l48SZhssnHq4wf?sDannl7c70asOD5c3fW7scZzlafV Scale = 1:44.6 1 2 3 4 7 6 5 8 9 3x6 1.5x4 4x4 3x4 4x6 4x4 3x10 10-0-0 10-0-0 15-10-0 5-10-0 5-1-12 5-1-12 10-0-0 4-10-4 15-10-0 5-10-0 1-7-77-5-74-0-107.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MS 0.36 0.66 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.59 0.01 (loc) 6-7 6-7 5 l/defl >793 >316 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 0% 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=575/0-3-8, 7=575/0-3-8 Max Horz 7=175(LC 7) Max Uplift 5=-36(LC 10), 7=-43(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-446/112, 3-4=-450/104, 4-5=-543/84 BOT CHORD 6-7=-88/485 WEBS 2-7=-467/83, 4-6=0/372 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-7-12, Interior(1) 4-7-12 to 5-6-0, Exterior(2) 5-6-0 to 15-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. February 13,2019 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 J180509R1 Truss E03 Truss Type Monopitch Qty 1 Ply 1 FISCHER OBF-095 Job Reference (optional) I36135213 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:15:27 2019 Page 1 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-DGiqn1tVYaywXpZ2nHI0HL9HF_IOyZFCuAsP8?zlafU Scale = 1:74.4 1 2 3 4 5 6 12 11 10 9 8 13 7 3x4 2x4 2x4 3x6 3x6 3x10 6x8 3x4 3x6 1.5x4 0-3-8 6-6-14 6-6-14 12-10-4 6-3-6 15-1-0 2-2-12 6-6-14 6-6-14 12-10-4 6-3-6 15-1-0 2-2-12 4-2-312-11-1210-11-122-0-07.00 12 Plate Offsets (X,Y)-- [9:0-5-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MS 0.39 0.30 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 11-12 11-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 110 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-9: 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. WEBS 1 Row at midpt 4-8, 5-8 REACTIONS.(lb/size)12=550/0-3-8, 7=554/Mechanical Max Horz 12=221(LC 10) Max Uplift 7=-213(LC 10) Max Grav 12=550(LC 1), 7=586(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-423/0, 1-12=-494/0 BOT CHORD 11-12=-301/268, 4-9=-144/474 WEBS 9-11=-165/339, 3-9=-276/126, 4-8=-656/264, 1-11=0/323 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-7-12, Interior(1) 4-7-12 to 10-7-0, Exterior(2) 10-7-0 to 15-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=213. February 13,2019 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 J180509R1 Truss F01 Truss Type Monopitch Qty 7 Ply 1 FISCHER OBF-095 Job Reference (optional) I36135214 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 10:15:28 2019 Page 1 McCabe Lumber, Loveland, OH 45140 ID:kYsuoub0LTgtAg5MVknWYNz83qq-hTFC_Nu7Ju4n9z8EK?pFqYiSUNd3h3SL7qczgRzlafT Scale = 1:28.4 1 2 3 4 5 1.5x4 3x10 5x6 1.5x4 6-2-0 6-2-0 -1-0-0 1-0-0 6-2-0 6-2-0 1-0-84-7-114-4-30-3-84-7-117.00 12 Plate Offsets (X,Y)-- [2:0-7-11,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MP 0.43 0.33 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.16 0.07 (loc) 5-8 5-8 2 l/defl >948 >447 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.1 2-0-0 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)2=281/0-3-8, 5=218/0-1-8 Max Horz 2=126(LC 9) Max Uplift 2=-26(LC 10), 5=-51(LC 10) Max Grav 2=281(LC 1), 5=233(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-263/76 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. February 13,2019 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