Loading...
HomeMy WebLinkAboutTLR-009 Seal Truss DrawingsRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Liu, Xuegang Pages or sheets covered by this seal: I34151955 thru I34151999 My license renewal date for the state of Indiana is July 31, 2020. B18802286 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 TLR-009 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. July 30,2018 Job B18802286 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151955 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:41:59 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-YFwces9wAXQEL7gR_8tiecr3DOMHYHaxmZ2txAyszQ6 Scale = 1:22.2 1 2 34 7 6 5 8 9 10 11 2x4 3x6 3x4 2x4 3-5-13 3-5-3 -2-7-12 2-7-12 3-5-13 3-5-13 1-4-02-10-93-1-16.05 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 7=286/0-5-11, 6=32/Mechanical Max Horz 7=102(LC 4) Max Uplift7=-189(LC 5), 6=-61(LC 4) Max Grav 7=286(LC 1), 6=68(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-260/146 NOTES-(8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 189 lb uplift at joint 7 and 61 lb uplift at joint 6. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down at 0-9-13, and 75 lb down and 157 lb up at 1-2-0 on top chord, and 3 lb down and 6 lb up at 0-9-13, and 98 lb up at 1-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-14, 5-7=-20 Concentrated Loads (lb) Vert: 9=41(B) 10=6(F) 11=22(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151956 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:00 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-0RT_sCAYxrY5zHFdYsOxBqOEzoiWHkq4?DoQTdyszQ5 Scale = 1:22.2 1 2 34 7 6 5 8 9 10 11 2x4 3x6 3x4 2x4 3-5-13 3-5-3 -2-7-12 2-7-12 3-5-13 3-5-13 1-4-02-10-93-1-16.05 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 7=286/0-5-11, 6=32/Mechanical Max Horz 7=102(LC 11) Max Uplift7=-189(LC 5), 6=-61(LC 4) Max Grav 7=286(LC 1), 6=68(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-260/146 NOTES-(8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 189 lb uplift at joint 7 and 61 lb uplift at joint 6. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down at 0-9-13, and 75 lb down and 157 lb up at 1-2-0 on top chord, and 3 lb down and 6 lb up at 0-9-13, and 98 lb up at 1-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-14, 5-7=-20 Concentrated Loads (lb) Vert: 9=41(F) 10=6(B) 11=22(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151957 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:01 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-Ue1M3YABi9gyaRqq6ZvAj1xUtC1?08oEEtXz?3yszQ4 Scale = 1:53.8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-1-0 10-1-0 -1-4-0 1-4-0 5-0-8 5-0-8 10-1-0 5-0-8 11-5-0 1-4-0 1-4-06-4-81-4-012.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.23 0.09 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-1-0. (lb) - Max Horz 20=157(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-164(LC 4), 12=-150(LC 5), 19=-136(LC 5), 13=-127(LC 4) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 15, 14 except (jt=lb) 20=164, 12=150, 19=136, 13=127. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss GE02 Truss Type Common Structural Gable Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151958 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:01 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-Ue1M3YABi9gyaRqq6ZvAj1xOvCqu05lEEtXz?3yszQ4 Scale: 1/8"=1' 1 2 3 4 5 6 7 89 20 19 18 17 16 15 14 13 12 11 10 21 3x6 4x6 3x6 3x4 3x6 3x6 3x6 3x4 3x6 3x4 7- 8 - 1 0 9-7-0 10-6-0 10-6-0 21-0-0 10-6-0 -1-4-0 1-4-0 5-4-12 5-4-12 10-6-0 5-1-4 15-7-4 5-1-4 21-0-0 5-4-12 22-4-0 1-4-0 1-4-011-10-01-4-012.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.93 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.65 0.01 (loc) 10-12 10-12 10 l/defl >477 >191 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-12: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 22-23: 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, Except: 2-2-0 oc bracing: 12-13. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 11-2-8 except (jt=length) 10=0-3-8. (lb) - Max Horz 20=-284(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 18 except 20=-174(LC 7), 10=-149(LC 7), 13=-445(LC 2), 19=-141(LC 5) Max Grav All reactions 250 lb or less at joint(s) 14, 15, 16, 17, 18, 19 except 20=462(LC 10), 12=954(LC 1), 10=437(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-296/192, 7-8=-278/182, 2-20=-359/221, 8-10=-345/223 WEBS 12-21=-472/17, 5-21=-326/60 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18 except (jt=lb) 20=174, 10=149, 13=445, 19=141. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss GE03 Truss Type Valley Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151959 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:02 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-yqblHuBpTSopCbP0gHRPGFTdAcMAld4NSXHXYVyszQ3 Scale = 1:61.3 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-8-7 12-8-7 0-0-47-11-47.50 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.33 0.16 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11 REACTIONS.All bearings 12-8-7. (lb) - Max Horz 1=227(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 12, 13, 14, 15, 16, 17, 18, 19 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 12, 13, 14, 15, 16, 17, 18, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 12, 13, 14, 15, 16, 17, 18, 19. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss GE04 Truss Type Valley Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151960 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:02 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-yqblHuBpTSopCbP0gHRPGFThkcO_lewNSXHXYVyszQ3 Scale = 1:21.4 1 2 3 4 7652x4 2x4 2x4 2x4 2x4 2x4 2x4 4-9-7 4-9-7 0-0-42-11-147.50 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.04 0.03 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: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-9-7. (lb) - Max Horz 1=78(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss GE05 Truss Type Valley Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151961 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:03 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-Q097UECREmwgqk_CD_yeoS0sr0k1U5uWhB044yyszQ2 Scale = 1:29.9 1 2 3 4 5 8762x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 6-11-5 6-11-5 3-5-11 3-5-11 6-11-5 3-5-11 0-0-43-5-110-0-412.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.05 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: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-11-5. (lb) - Max Horz 1=-73(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7, 8, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss GE06 Truss Type Common Structural Gable Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151962 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:03 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-Q097UECREmwgqk_CD_yeoS0q90gRU4ZWhB044yyszQ2 Scale = 1:49.1 1 2 3 4 5 10 8 697 4x6 5x6 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-10-8 1-10-8 5-4-0 3-5-8 8-9-8 3-5-8 10-8-0 1-10-8 -1-0-0 1-0-0 5-4-0 5-4-0 10-8-0 5-4-0 11-8-0 1-0-0 0-6-05-10-00-6-012.00 12 Plate Offsets (X,Y)-- [2:0-1-14,Edge], [4:0-1-14,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.28 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 8 7-8 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 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 2-2-0 except (jt=length) 9=0-3-8, 7=0-3-8. (lb) - Max Horz 2=-130(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 4 except 10=-181(LC 6), 6=-182(LC 7) Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 7 except 2=271(LC 1), 4=271(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-336/65, 3-4=-336/65 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4 except (jt=lb) 10=181, 6=182. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss GE07 Truss Type Roof Special Supported Gable Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151963 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:04 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-uDjViZD3?42XRuZPnhTtLgZ0XP4hDYLgwrmdcOyszQ1 Scale = 1:52.0 1 2 3 4 5 6 7 8 9 10111213141516 17 18 19 20 21 22 23 24 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 3x8 3x6 5x6 3x4 3x6 5x6 27-9-8 27-9-8 -1-4-0 1-4-0 5-5-11 5-5-11 22-0-8 16-6-14 27-9-8 5-9-0 0-9-53-9-83-11-100-4-83-9-87.00 12 7.50 12 Plate Offsets (X,Y)-- [6:0-3-0,Edge], [15:0-3-0,0-3-4], [20:0-3-0,0-1-12] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 1 1 24 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-20. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 27-9-8. (lb) - Max Horz 45=96(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 45, 34, 35, 37, 38, 39, 40, 41, 42, 43, 44, 33, 32, 31, 30, 29, 28, 27, 26, 25 Max Grav All reactions 250 lb or less at joint(s) 45, 24, 34, 35, 37, 38, 39, 40, 41, 42, 43, 44, 33, 32, 31, 30, 29, 28, 27, 26, 25 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-16) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 45, 34, 35, 37, 38, 39, 40, 41, 42, 43, 44, 33, 32, 31, 30, 29, 28, 27, 26, 25. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 14) BCSI1. 15) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 16) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss GE08 Truss Type Valley Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151964 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:05 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-MPHtvvDhlNAO328bLP_6ut589pQ1yzKp9VVB8qyszQ0 Scale = 1:60.3 1 2 3 4 5 6 78 14 13 12 11 10 9 2x4 4x6 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-7-15 8-7-15 6-9-10 6-9-10 8-7-15 1-10-5 0-0-46-9-104-11-512.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.34 0.02 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-7-15. (lb) - Max Horz 1=208(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 10, 11, 12, 13, 14 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 10, 11, 12, 13, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 10, 11, 12, 13, 14. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss GE11 Truss Type Common Supported Gable Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151965 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:05 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-MPHtvvDhlNAO328bLP_6ut5BLpPey?Ip9VVB8qyszQ0 Scale = 1:29.0 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-8-0 15-8-0 -1-0-0 1-0-0 7-10-0 7-10-0 15-8-0 7-10-0 16-8-0 1-0-0 0-4-02-11-50-4-04.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.11 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-8-0. (lb) - Max Horz 2=34(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 14, 13 except 18=286(LC 1), 12=286(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 16, 17, 18, 14, 13, 12. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss J11 Truss Type Jack-Closed Girder Qty 2 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151966 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:06 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-qbrF6FEJWhIFhCinv6VLQ5eDjDfDhSJzN9FkhHyszQ? Scale = 1:25.1 1 2 3 4 6 578 9 3x4 3x6 3x4 3x4 3x8 1-9-8 1-9-8 6-5-8 4-8-0 -1-4-0 1-4-0 1-9-8 1-9-8 6-5-8 4-8-0 1-4-03-0-33-1-82-8-110-3-83-0-312.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-13], [5:Edge,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.74 0.47 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.13 -0.24 0.00 (loc) 5-6 5-6 5 l/defl >563 >303 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, 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) 6=431/0-3-8, 5=350/0-1-8 Max Horz 6=100(LC 4) Max Uplift6=-160(LC 5), 5=-119(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-264/108 NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=160, 5=119. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 76 lb up at 1-9-8, and 118 lb down and 46 lb up at 2-6-4, and 118 lb down and 46 lb up at 4-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-6=-20 Concentrated Loads (lb) Vert: 7=-9(B) 8=-118(B) 9=-118(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss J12 Truss Type Jack-Closed Qty 2 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151967 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:06 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-qbrF6FEJWhIFhCinv6VLQ5eGfDjFhSJzN9FkhHyszQ? Scale = 1:33.6 1 2 3 4 6 5 3x4 3x4 3x4 3x4 3x6 2-11-8 2-11-8 6-5-8 3-6-0 -1-4-0 1-4-0 2-11-8 2-11-8 6-5-8 3-6-0 1-4-04-1-124-3-83-10-40-3-84-1-1212.00 12 Plate Offsets (X,Y)-- [3:0-2-3,0-1-8], [5:Edge,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 -0.00 (loc) 5-6 5-6 5 l/defl >999 >530 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 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) 6=318/0-3-8, 5=219/0-1-8 Max Horz 6=134(LC 5) Max Uplift6=-60(LC 6), 5=-60(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-267/160 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss J13 Truss Type Jack-Closed Qty 2 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151968 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:06 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-qbrF6FEJWhIFhCinv6VLQ5eGQDj7hSJzN9FkhHyszQ? Scale = 1:41.4 1 2 3 4 6 5 3x4 3x4 3x4 3x4 3x6 4-1-8 4-1-8 6-5-8 2-4-0 -1-4-0 1-4-0 4-1-8 4-1-8 6-5-8 2-4-0 1-4-05-3-125-5-85-0-40-3-85-3-1212.00 12 Plate Offsets (X,Y)-- [3:0-2-3,0-1-8], [5:Edge,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.00 (loc) 5-6 5-6 5 l/defl >999 >500 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, 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) 6=318/0-3-8, 5=219/0-1-8 Max Horz 6=169(LC 5) Max Uplift6=-52(LC 6), 5=-77(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-268/153 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss J14 Truss Type Jack-Closed Qty 2 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151969 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:07 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-JoOeKbFyH?Q6IMH_Sq0azIBRFd2DQvZ6cp_IDjyszQ_ Scale = 1:49.9 1 2 34 6 5 3x4 3x4 3x4 3x4 3x6 5-3-8 5-3-8 6-5-8 1-2-0 -1-4-0 1-4-0 5-3-8 5-3-8 6-5-8 1-2-0 1-4-06-5-126-7-86-2-40-3-86-5-1212.00 12 Plate Offsets (X,Y)-- [3:0-2-3,0-1-8], [5:Edge,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.50 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.00 (loc) 5-6 5-6 5 l/defl >999 >472 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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) 6=318/0-3-8, 5=219/0-1-8 Max Horz 6=204(LC 5) Max Uplift6=-39(LC 6), 5=-97(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-267/147 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss J15 Truss Type Jack-Closed Qty 7 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151970 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:07 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-JoOeKbFyH?Q6IMH_Sq0azIBQZd0dQvZ6cp_IDjyszQ_ Scale = 1:57.1 1 2 3 5 4 3x6 3x6 3x6 3x6 6-5-8 6-5-8 -1-4-0 1-4-0 6-5-8 6-5-8 1-4-07-9-87-6-00-3-87-9-812.00 12 Plate Offsets (X,Y)-- [4:Edge,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.54 0.33 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.17 0.00 (loc) 4-5 4-5 4 l/defl >960 >448 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=318/0-3-8, 4=219/0-1-8 Max Horz 5=238(LC 5) Max Uplift5=-29(LC 4), 4=-121(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-267/145 NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=121. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss J16 Truss Type Jack-Closed Qty 2 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151971 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:07 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-JoOeKbFyH?Q6IMH_Sq0azIBWnd4XQvZ6cp_IDjyszQ_ Scale = 1:22.3 1 2 3 5 4 3x8 2x4 2x4 4-0-5 4-0-5 -1-4-0 1-4-0 4-0-5 4-0-5 0-9-53-1-87.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=234/0-3-8, 4=122/Mechanical Max Horz 5=93(LC 5) Max Uplift5=-65(LC 6), 4=-25(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss J17 Truss Type Jack-Closed Qty 2 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151972 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:07 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-JoOeKbFyH?Q6IMH_Sq0azIBWWd4zQvZ6cp_IDjyszQ_ Scale = 1:22.3 1 2 4 3 3x8 2x4 2x4 4-0-5 4-0-5 4-0-5 4-0-5 0-9-53-1-87.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=138/0-3-8, 3=138/Mechanical Max Horz 4=81(LC 5) Max Uplift4=-5(LC 6), 3=-34(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss J18 Truss Type Jack-Open Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151973 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:08 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-n_y0XxGa2IYzwWsA0XXpVWjhJ1RT9MpGrTkrk9yszPz Scale = 1:14.6 1 2 5 3 43x8 1-10-0 1-10-0 -1-4-0 1-4-0 1-10-0 1-10-0 0-9-51-10-21-5-31-10-27.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=177/0-3-8, 3=19/Mechanical, 4=8/Mechanical Max Horz 5=76(LC 6) Max Uplift5=-60(LC 6), 3=-15(LC 7) Max Grav 5=177(LC 1), 3=19(LC 1), 4=29(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss J19 Truss Type Jack-Open Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151974 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:08 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-n_y0XxGa2IYzwWsA0XXpVWjhJ1RT9MpGrTkrk9yszPz Scale = 1:14.6 1 2 5 3 43x8 1-10-0 1-10-0 -1-4-0 1-4-0 1-10-0 1-10-0 0-9-51-10-21-5-31-10-27.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=177/0-3-8, 3=19/Mechanical, 4=8/Mechanical Max Horz 5=76(LC 6) Max Uplift5=-60(LC 6), 3=-15(LC 7) Max Grav 5=177(LC 1), 3=19(LC 1), 4=29(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss J20 Truss Type Jack-Open Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151975 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:08 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-n_y0XxGa2IYzwWsA0XXpVWjfT1Qf9MpGrTkrk9yszPz Scale = 1:15.5 1 2 5 3 4 2x4 3x6 0-7-8 0-7-8 -1-4-0 1-4-0 0-7-8 0-7-8 1-4-01-11-81-5-11-11-812.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=224/0-3-8, 3=-94/Mechanical, 4=-15/Mechanical Max Horz 5=96(LC 6) Max Uplift5=-19(LC 6), 3=-94(LC 1), 4=-85(LC 6) Max Grav 5=224(LC 1), 3=48(LC 6), 4=4(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss J21 Truss Type Jack-Open Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151976 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:09 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-FAWOlHHCpcgpYfRMaF322jGqDQmuup2P37TOGbyszPy Scale = 1:15.5 1 2 5 3 4 2x4 3x6 0-7-8 0-7-8 -1-4-0 1-4-0 0-7-8 0-7-8 1-4-01-11-81-5-11-11-812.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=224/0-3-8, 3=-94/Mechanical, 4=-15/Mechanical Max Horz 5=96(LC 6) Max Uplift5=-19(LC 6), 3=-94(LC 1), 4=-85(LC 6) Max Grav 5=224(LC 1), 3=48(LC 6), 4=4(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss J22 Truss Type Jack-Closed Supported Gable Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151977 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:09 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-FAWOlHHCpcgpYfRMaF322jGsQQn?up2P37TOGbyszPy Scale = 1:13.9 1 2 3 54 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 0-8-8 0-8-8 1-0-01-8-812.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=162/0-8-8, 4=-70/0-8-8 Max Horz 5=48(LC 5) Max Uplift5=-79(LC 6), 4=-70(LC 1) Max Grav 5=162(LC 1), 4=54(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss J23 Truss Type Jack-Open Qty 3 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151978 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:09 2018 Page 1 Builders First Source, mooresville,in ID:7qqXx9LvTHFTMg_afIUuULybUGq-FAWOlHHCpcgpYfRMaF322jGssQnYup2P37TOGbyszPy Scale = 1:13.9 1 2 5 3 42x4 3x4 0-8-8 0-8-8 -1-0-0 1-0-0 0-8-8 0-8-8 1-0-01-8-81-2-11-8-812.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=147/0-3-8, 3=-37/Mechanical, 4=-7/Mechanical Max Horz 5=79(LC 6) Max Uplift5=-23(LC 6), 3=-37(LC 1), 4=-37(LC 6) Max Grav 5=147(LC 1), 3=14(LC 6), 4=7(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss J24 Truss Type Jack-Open Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151979 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:10 2018 Page 1 Builders First Source, mooresville,in ID:7qqXx9LvTHFTMg_afIUuULybUGq-jN4mydHqawpg9p0Y8yaHbxo3Sq76dGIYInDyp2yszPx Scale = 1:13.9 1 4 2 32x4 2x4 0-8-8 0-8-8 0-8-8 0-8-8 1-0-01-8-81-2-11-8-812.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.05 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4 4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=20/0-3-8, 2=15/Mechanical, 3=6/Mechanical Max Horz 4=29(LC 6) Max Uplift4=-5(LC 4), 2=-28(LC 6), 3=-16(LC 6) Max Grav 4=39(LC 6), 2=15(LC 1), 3=11(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss T01 Truss Type Hip Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151980 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:10 2018 Page 1 Builders First Source, mooresville,in ID:7qqXx9LvTHFTMg_afIUuULybUGq-jN4mydHqawpg9p0Y8yaHbxosoqvAdBaYInDyp2yszPx Scale = 1:81.0 1 2 3 4 5 6 7 8 9 10 11 15 14 13 1224 25 26 27 28 29 3x6 5x6 5x6 3x6 3x6 8x10 3x6 4x6 2x4 3x8 2x4 8x10 3x6 3x6 12-0-0 12-0-0 23-8-8 11-8-8 35-8-8 12-0-0 -1-4-0 1-4-0 7-10-8 7-10-8 15-5-7 7-7-0 20-3-1 4-9-9 27-10-0 7-7-0 35-8-8 7-10-8 0-9-59-7-69-9-80-9-59-7-67.00 12 Plate Offsets (X,Y)-- [2:0-5-4,Edge], [6:0-3-0,0-1-8], [11:0-5-4,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.86 0.92 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.75 -1.15 0.11 (loc) 12-15 12-15 11 l/defl >575 >372 n/a L/d 240 180 n/a PLATES MT20 Weight: 141 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-15,9-12: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-5-13 max.): 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-12 REACTIONS.(lb/size) 11=1568/0-3-8, 2=1657/0-3-8 Max Horz 2=219(LC 5) Max Uplift11=-121(LC 7), 2=-169(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-970/0, 3-4=-2423/301, 4-5=-2186/279, 5-6=-2072/298, 6-7=-1528/300, 7-8=-2038/299, 8-9=-2153/280, 9-10=-2395/305, 10-11=-1001/0 BOT CHORD 2-24=-186/2006, 24-25=-186/2006, 15-25=-186/2006, 15-26=-40/1540, 14-26=-40/1540, 14-27=-40/1540, 13-27=-40/1540, 12-13=-40/1540, 12-28=-179/1986, 28-29=-179/1986, 11-29=-179/1986 WEBS 4-15=-326/227, 6-15=-34/777, 7-12=-14/729, 9-12=-336/231 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=121, 2=169. 7) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss T02 Truss Type Common Qty 4 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151981 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:11 2018 Page 1 Builders First Source, mooresville,in ID:7qqXx9LvTHFTMg_afIUuULybUGq-BZe8AzISLDxXnzblhf5W78L1QEGXMdQiXRyVLUyszPw Scale = 1:92.1 1 2 3 4 5 6 7 89 13 12 11 10 14 15 16 17 3x6 4x6 3x6 4x8 3x12 3x8 2x4 2x4 5x8 4x8 5x8 10-6-0 10-6-0 21-0-0 10-6-0 -1-4-0 1-4-0 5-4-12 5-4-12 10-6-0 5-1-4 15-7-4 5-1-4 21-0-0 5-4-12 22-4-0 1-4-0 1-4-011-10-01-4-012.00 12 Plate Offsets (X,Y)-- [2:0-4-15,Edge], [8:0-4-15,0-0-0], [10:0-3-8,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.87 0.85 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.66 0.02 (loc) 11-13 11-13 10 l/defl >762 >374 n/a L/d 240 180 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-11: 2x4 SPF No.2, 2-13,8-10: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 13=1023/0-3-8, 10=1023/0-3-8 Max Horz 13=-284(LC 4) Max Uplift13=-107(LC 6), 10=-107(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-925/135, 3-4=-779/152, 4-5=-742/201, 5-6=-742/201, 6-7=-779/152, 7-8=-925/135, 2-13=-838/199, 8-10=-838/199 BOT CHORD 13-14=-119/551, 12-14=-119/551, 12-15=-119/551, 11-15=-119/551, 11-16=0/551, 16-17=0/551, 10-17=0/551 WEBS 5-11=-169/616 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=107, 10=107. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss T03 Truss Type Common Qty 3 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151982 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:11 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-BZe8AzISLDxXnzblhf5W78L4hEH7MdSiXRyVLUyszPw Scale: 1/8"=1' 1 2 3 4 5 987610 11 12 13 4x8 4x6 4x8 3x6 4x8 3x8 2x4 2x4 4x8 10-6-0 10-6-0 21-0-0 10-6-0 5-4-4 5-4-4 10-6-0 5-1-12 15-7-12 5-1-12 21-0-0 5-4-4 1-4-011-10-01-4-012.00 12 Plate Offsets (X,Y)-- [5:0-4-15,0-0-0], [6:0-3-8,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.66 0.81 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.67 0.02 (loc) 8-9 8-9 6 l/defl >749 >370 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2, 1-9,5-6: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=941/0-3-8, 9=941/0-3-8 Max Horz 9=-279(LC 4) Max Uplift6=-65(LC 6), 9=-65(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-927/153, 2-3=-746/202, 3-4=-746/202, 4-5=-927/153, 1-9=-748/143, 5-6=-748/143 BOT CHORD 9-10=-136/563, 10-11=-136/563, 8-11=-136/563, 7-8=-15/563, 7-12=-15/563, 12-13=-15/563, 6-13=-15/563 WEBS 3-8=-168/621 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 9. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss T04 Truss Type Common Qty 4 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151983 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:11 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-BZe8AzISLDxXnzblhf5W78L0cEIoMediXRyVLUyszPw Scale: 1/8"=1' 1 2 3 4 5 987610 11 12 13 4x8 4x6 4x8 3x6 3x8 2x4 2x4 4x8 4x8 10-6-0 10-6-0 20-8-0 10-2-0 21-0-0 0-4-0 5-4-4 5-4-4 10-6-0 5-1-12 15-7-12 5-1-12 20-8-0 5-0-4 21-0-0 0-4-0 1-4-011-10-00-3-812.00 12 Plate Offsets (X,Y)-- [5:0-4-15,0-0-0], [6:0-3-4,0-0-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.92 0.76 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.77 0.02 (loc) 8-9 8-9 6 l/defl >654 >320 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-8,2-8: 2x4 SPF-S Stud, 1-9: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=926/0-3-8, 6=931/0-3-8 Max Horz 9=283(LC 5) Max Uplift9=-64(LC 7), 6=-66(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-904/151, 2-3=-723/200, 3-4=-694/198, 4-5=-886/150, 1-9=-730/142, 5-6=-732/138 BOT CHORD 9-10=-142/549, 10-11=-142/549, 8-11=-142/549, 7-8=-13/521, 7-12=-13/521, 12-13=-13/521, 6-13=-13/521 WEBS 3-8=-164/575 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 5 = 8% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss T05 Truss Type Common Qty 3 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151984 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:12 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-flCXNJJ46X3OP7AxFNclgMuHeebQ53brm5i3twyszPv Scale = 1:84.9 1 2 3 4 5 6 7 8 9 10 14 13 12 11 3x6 5x6 3x6 3x6 8x10 3x6 3x6 2x4 3x6 2x4 8x10 3x6 3x6 11-11-11 11-11-11 23-8-13 11-9-3 35-8-8 11-11-11 -1-4-0 1-4-0 9-0-6 9-0-6 17-10-4 8-9-14 26-8-2 8-9-14 35-8-8 9-0-6 0-9-511-2-50-9-57.00 12 Plate Offsets (X,Y)-- [2:0-5-4,Edge], [10:0-5-4,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.52 0.93 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.73 0.09 (loc) 11-17 11-17 10 l/defl >999 >588 n/a L/d 240 180 n/a PLATES MT20 Weight: 133 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-11,4-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 10=1320/0-3-8, 2=1395/0-3-8 Max Horz 2=254(LC 5) Max Uplift10=-129(LC 7), 2=-177(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-969/0, 3-4=-1961/283, 4-5=-1762/296, 5-6=-1637/330, 6-7=-1641/333, 7-8=-1767/299, 8-9=-1966/285, 9-10=-991/0 BOT CHORD 2-14=-195/1605, 13-14=-20/1093, 12-13=-20/1093, 11-12=-20/1093, 10-11=-153/1611 WEBS 6-11=-112/712, 8-11=-439/268, 6-14=-108/705, 4-14=-435/265 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=129, 2=177. 5) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss T06 Truss Type Common Qty 5 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151985 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:12 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-flCXNJJ46X3OP7AxFNclgMuHgebS53grm5i3twyszPv Scale = 1:90.0 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 3x6 5x6 3x6 8x10 3x6 3x6 3x6 2x4 3x6 2x4 3x6 8x10 3x6 11-11-11 11-11-11 23-8-13 11-9-3 35-8-8 11-11-11 -1-4-0 1-4-0 9-0-6 9-0-6 17-10-4 8-9-14 26-8-2 8-9-14 35-8-8 9-0-6 37-0-8 1-4-0 0-9-511-2-50-9-57.00 12 Plate Offsets (X,Y)-- [2:0-5-4,Edge], [10:0-5-4,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.52 0.93 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.72 0.10 (loc) 15-18 12-15 10 l/defl >999 >591 n/a L/d 240 180 n/a PLATES MT20 Weight: 134 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-12,4-15: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 2=1393/0-3-8, 10=1393/0-3-8 Max Horz 2=245(LC 5) Max Uplift2=-177(LC 6), 10=-177(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-969/0, 3-4=-1959/281, 4-5=-1760/295, 5-6=-1634/329, 6-7=-1634/329, 7-8=-1760/295, 8-9=-1959/281, 9-10=-969/0 BOT CHORD 2-15=-181/1603, 14-15=-6/1091, 13-14=-6/1091, 12-13=-6/1091, 10-12=-114/1603 WEBS 6-12=-108/705, 8-12=-435/265, 6-15=-108/705, 4-15=-435/265 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=177, 10=177. 5) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss T07 Truss Type Hip Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151986 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:13 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-7xmvaeKitqBF0Hl7p47_CZQPd2yRqYV?_lRcPNyszPu Scale = 1:77.5 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x6 5x6 5x6 3x6 3x6 6x10 3x6 3x6 2x4 3x4 3x6 2x4 6x10 3x6 3x6 9-0-14 9-0-14 17-10-4 8-9-6 26-7-10 8-9-6 35-8-8 9-0-14 -1-4-0 1-4-0 7-9-10 7-9-10 15-3-12 7-6-2 20-4-12 5-1-0 27-10-14 7-6-2 35-8-8 7-9-10 0-9-59-6-69-8-80-9-59-6-67.00 12 Plate Offsets (X,Y)-- [2:0-5-4,Edge], [6:0-3-0,0-1-8], [7:0-3-0,0-1-8], [11:0-5-4,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.76 0.88 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.39 0.12 (loc) 14-16 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,9-12: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-0-8 max.): 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-14, 7-14 REACTIONS.(lb/size) 11=1320/0-3-8, 2=1395/0-3-8 Max Horz 2=218(LC 5) Max Uplift11=-121(LC 7), 2=-168(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-668/0, 3-4=-1997/282, 4-5=-1900/351, 5-6=-1789/370, 6-7=-1277/286, 7-8=-1796/375, 8-9=-1907/347, 9-10=-2004/286, 10-11=-688/0 BOT CHORD 2-16=-171/1639, 15-16=-42/1251, 14-15=-42/1251, 13-14=-42/1251, 12-13=-42/1251, 11-12=-166/1646 WEBS 4-16=-331/237, 6-16=-151/573, 6-14=-66/251, 7-12=-156/583, 9-12=-336/240 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=121, 2=168. 6) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss T08 Truss Type Roof Special Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151987 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:14 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-c8KHo_KLe8J6eRKKNoeDlnzajRF3ZvH8DPB9ypyszPt Scale = 1:78.3 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 5x6 6x6 5x6 5x8 6x10 3x6 6x10 3x6 3x6 3x6 4x8 3x6 2x4 3x8 9-0-6 9-0-6 15-9-8 6-9-2 16-0-11 0-3-3 26-8-2 10-7-7 35-8-8 9-0-6 -1-4-0 1-4-0 7-1-8 7-1-8 14-0-8 6-11-0 16-0-11 2-0-3 23-9-14 7-9-3 29-7-15 5-10-1 35-8-8 6-0-9 0-9-57-6-68-11-100-9-57-6-67.00 12 7.50 12 Plate Offsets (X,Y)-- [2:0-5-4,Edge], [5:0-3-0,0-3-4], [6:0-3-8,0-2-4], [7:0-3-0,0-2-12], [8:0-4-0,0-1-8], [11:0-5-4,Edge], [14:0-3-0,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.74 0.98 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.99 0.13 (loc) 12-14 12-14 11 l/defl >999 >432 n/a L/d 240 180 n/a PLATES MT20 Weight: 149 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-16,6-14,8-14: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-5-13 max.): 7-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-14 REACTIONS.(lb/size) 11=1320/0-3-8, 2=1395/0-3-8 Max Horz 2=205(LC 5) Max Uplift11=-151(LC 7), 2=-163(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-742/0, 3-4=-1998/295, 4-5=-1869/318, 5-6=-1864/347, 6-7=-2017/401, 7-8=-1653/312, 8-9=-1855/301, 9-10=-2027/296, 10-11=-566/0 BOT CHORD 2-16=-178/1645, 15-16=-57/1323, 14-15=-57/1323, 13-14=-109/1451, 12-13=-109/1451, 11-12=-188/1669 WEBS 4-16=-309/205, 6-16=-123/465, 6-14=-237/1497, 8-14=-77/308, 8-12=0/439, 7-14=-1450/346 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=151, 2=163. 6) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss T09 Truss Type Roof Special Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151988 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:14 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-c8KHo_KLe8J6eRKKNoeDlnzZ4RHXZwa8DPB9ypyszPt Scale = 1:74.7 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 5x6 6x6 5x8 3x6 4x6 3x4 3x6 3x6 5x8 3x6 4x6 6x10 3x6 3x8 9-0-6 9-0-6 18-11-14 9-11-8 19-3-2 0-3-3 27-4-9 8-1-7 35-8-8 8-3-15 -1-4-0 1-4-0 7-1-8 7-1-8 14-0-8 6-11-0 19-3-2 5-2-9 27-4-9 8-1-7 35-8-8 8-3-15 0-9-55-6-68-11-105-6-67.00 12 7.50 12 Plate Offsets (X,Y)-- [2:0-5-4,Edge], [5:0-3-0,0-3-4], [6:0-3-4,0-2-0], [7:Edge,0-2-0], [10:0-3-0,0-1-8], [12:0-2-4,0-2-0], [14:0-2-12,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.78 0.89 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.72 0.08 (loc) 14-16 14-16 11 l/defl >999 >595 n/a L/d 240 180 n/a PLATES MT20 Weight: 152 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-11,4-16,8-12,7-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-10-4 max.): 7-10. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 10-11, 7-14 REACTIONS.(lb/size) 11=1314/0-3-8, 2=1389/0-3-8 Max Horz 2=268(LC 5) Max Uplift11=-176(LC 5), 2=-160(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-619/0, 3-4=-2004/285, 4-5=-1874/308, 5-6=-1869/337, 6-7=-2707/485, 7-8=-2282/365, 8-9=-1675/302, 9-10=-1675/302, 10-11=-1237/233 BOT CHORD 2-16=-191/1648, 15-16=-134/1293, 14-15=-134/1293, 13-14=-237/1675, 12-13=-237/1675 WEBS 4-16=-309/209, 6-16=-91/533, 6-14=-286/1840, 8-14=-74/712, 8-12=-880/251, 10-12=-276/1945, 7-14=-1794/401 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=176, 2=160. 6) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss T10 Truss Type Roof Special Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151989 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:15 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-4Ktf?KLzPSRzGavWwVASI_WitrhgIJ0HS3wjUFyszPs Scale = 1:74.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 5x6 6x6 8x8 3x4 3x8 5x8 3x6 4x6 3x6 3x8 6x16 3x6 3x6 9-0-6 9-0-6 17-10-4 8-9-14 22-2-5 4-4-1 26-8-2 4-5-13 35-8-8 9-0-6 -1-4-0 1-4-0 7-1-8 7-1-8 14-0-8 6-11-0 22-2-5 8-1-12 22-5-8 0-3-3 28-11-12 6-6-4 35-8-8 6-8-12 0-9-53-6-68-11-103-6-67.00 12 7.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-4], [5:0-3-0,0-3-4], [6:0-3-8,0-2-8], [7:0-2-0,0-2-12], [13:0-3-12,0-0-4], [14:0-3-0,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.90 0.58 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.58 0.12 (loc) 12 14-16 10 l/defl >999 >739 n/a L/d 240 180 n/a PLATES MT20 Weight: 143 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 6-16,6-14: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-2-3 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14 2 Rows at 1/3 pts 8-10 REACTIONS.(lb/size) 10=1314/0-3-8, 2=1389/0-3-8 Max Horz 2=243(LC 5) Max Uplift10=-152(LC 7), 2=-162(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-683/0, 3-4=-1998/281, 4-5=-1869/304, 5-6=-1864/333, 6-7=-2351/354, 7-8=-2712/369 BOT CHORD 2-16=-174/1647, 15-16=-65/1300, 14-15=-65/1300, 13-14=-426/3397, 12-13=-426/3397, 11-12=-428/3396, 10-11=-290/2226 WEBS 4-16=-320/206, 6-16=-93/525, 6-14=-144/1408, 8-11=0/840, 8-10=-2431/367, 7-14=-1889/374, 7-11=-852/173 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=152, 2=162. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss T11 Truss Type Roof Special Qty 6 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151990 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:15 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-4Ktf?KLzPSRzGavWwVASI_Wq2rgeIIWHS3wjUFyszPs Scale = 1:71.7 1 2 3 4 5 6 7 14 13 12 11 10 98 15 3x6 8x8 2x4 3x6 5x6 2x4 3x12 4x6 3x6 4x6 5x8 5x6 4x8 1-2-4 1-2-4 2-2-0 0-11-12 8-1-4 5-11-4 14-1-8 6-0-4 20-8-8 6-7-0 27-9-8 7-1-0 1-2-4 1-2-4 2-2-0 0-11-12 8-1-4 5-11-4 14-0-8 5-11-4 14-1-8 0-1-0 20-8-8 6-7-0 27-9-8 7-1-0 0-9-58-11-100-4-80-8-07.00 12 7.50 12 Plate Offsets (X,Y)-- [5:0-3-4,0-1-12], [6:0-3-0,0-3-0], [7:1-0-0,0-0-13], [8:0-3-0,0-1-8], [10:0-2-4,0-2-8], [12:0-2-8,Edge], [14:0-2-12,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.44 0.64 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.25 0.13 (loc) 10-11 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. REACTIONS.(lb/size) 14=1013/Mechanical, 7=1016/0-3-8 Max Horz 14=-208(LC 4) Max Uplift14=-102(LC 6), 7=-99(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2069/297, 2-3=-1611/200, 3-4=-1462/214, 4-5=-1109/221, 5-6=-1162/221, 6-7=-1585/206, 1-14=-972/130 BOT CHORD 11-12=-330/1884, 10-11=-120/1330, 7-8=-99/1258 WEBS 10-15=-101/773, 5-15=-99/761, 2-11=-561/213, 4-11=0/352, 8-10=-115/1308, 6-10=-455/167, 1-12=-268/1642, 4-10=-568/154 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 14=102. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 3x6 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss T12 Truss Type Common Qty 3 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151991 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:16 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-YWR1DgMbAlZqukTiUDhhqC2_9F0f1xyRgjgG0hyszPr Scale = 1:29.0 1 2 3 4 5 6 4x6 3x8 3x8 2x4 7-10-0 7-10-0 15-8-0 7-10-0 -1-0-0 1-0-0 7-10-0 7-10-0 15-8-0 7-10-0 16-8-0 1-0-0 0-4-02-11-50-4-04.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-5], [4:Edge,0-0-5] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.48 0.66 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.03 (loc) 4-6 4-6 4 l/defl >999 >703 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=631/0-3-8, 4=631/0-3-8 Max Horz 2=34(LC 4) Max Uplift2=-101(LC 6), 4=-101(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1072/195, 3-4=-1072/195 BOT CHORD 2-6=-110/951, 4-6=-110/951 WEBS 3-6=0/362 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=101, 4=101. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss T13 Truss Type ROOF SPECIAL Qty 2 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151992 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:16 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-YWR1DgMbAlZqukTiUDhhqC2z2F1w1n6RgjgG0hyszPr Scale = 1:67.6 1 2 3 4 5 6 7 8 12 11 10 9 3x6 4x6 3x6 6x8 3x4 3x6 3x6 2x4 3x8 3x6 2x4 4x8 7-2-0 7-2-0 14-0-8 6-10-8 20-8-8 6-8-0 27-9-8 7-1-0 7-2-0 7-2-0 14-0-8 6-10-8 20-8-8 6-8-0 27-9-8 7-1-0 0-9-58-11-100-4-87.00 12 7.50 12 Plate Offsets (X,Y)-- [5:0-3-3,0-2-0], [8:0-0-7,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.56 0.64 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.20 0.06 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-10: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=1019/Mechanical, 8=1037/0-3-8 Max Horz 1=-199(LC 4) Max Uplift1=-100(LC 6), 8=-102(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-500/0, 2-3=-1488/189, 3-4=-1340/204, 4-5=-1072/210, 5-6=-978/210, 6-7=-1081/183, 7-8=-1543/198 BOT CHORD 1-12=-133/1215, 11-12=-133/1215, 10-11=-133/1215, 9-10=-89/1232, 8-9=-89/1232 WEBS 4-12=0/253, 4-10=-484/170, 5-10=-77/669, 7-10=-497/163, 7-9=0/270 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=102. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss T14 Truss Type Roof Special Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151993 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:17 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-0j?QQ0NDx3hhVu2v2wCxNPbACfL9mMdavNPqY8yszPq Scale = 1:59.4 1 2 3 4 5 6 7 8 9 10 13 12 11 3x6 4x8 4x6 3x6 8x10 3x4 3x6 3x6 2x4 3x8 2x4 4x10 11-3-15 11-3-15 16-6-15 5-3-0 27-9-8 11-2-9 -1-4-0 1-4-0 5-9-4 5-9-4 11-3-15 5-6-12 16-6-15 5-3-0 21-11-11 5-4-13 27-9-8 5-9-13 0-9-57-2-87-4-100-4-87-2-87.00 12 7.50 12 Plate Offsets (X,Y)-- [2:0-5-4,Edge], [6:0-4-0,0-0-8], [7:0-3-0,0-1-12], [10:0-0-0,0-0-6] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.40 0.77 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.73 0.06 (loc) 13-16 13-16 10 l/defl >999 >459 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-11: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-5-14 max.): 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-11 REACTIONS.(lb/size) 2=1151/0-3-8, 10=1086/0-3-8 Max Horz 2=164(LC 5) Max Uplift2=-141(LC 6), 10=-89(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-995/0, 3-4=-1565/249, 4-5=-1342/198, 5-6=-1265/214, 6-7=-1069/227, 7-8=-1258/223, 8-9=-1343/202, 9-10=-1604/265 BOT CHORD 2-13=-137/1288, 12-13=-45/1096, 11-12=-45/1096, 10-11=-158/1300 WEBS 6-13=0/373, 7-11=0/372, 9-11=-272/179 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=141. 7) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss T15 Truss Type Roof Special Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151994 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:17 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-0j?QQ0NDx3hhVu2v2wCxNPb56fJ9mI9avNPqY8yszPq Scale = 1:50.7 1 2 3 4 56 7 10 9 818 19 20 6x6 6x6 4x8 6x8 3x6 3x8 MT18HS3x6 3x6 3x6 7-10-13 7-10-13 19-9-5 11-10-8 27-9-8 8-0-3 -1-4-0 1-4-0 7-10-13 7-10-13 13-10-1 5-11-4 19-9-5 5-11-4 27-9-8 8-0-3 0-9-55-2-85-4-100-4-85-2-87.00 12 7.50 12 Plate Offsets (X,Y)-- [6:0-2-12,Edge], [7:0-2-2,0-2-5] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.73 0.90 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.87 0.06 (loc) 8-10 8-10 7 l/defl >977 >383 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 93 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-8-11 max.): 4-6. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 7=1105/0-3-8, 2=1207/0-3-8 Max Horz 2=118(LC 5) Max Uplift7=-80(LC 7), 2=-119(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-393/0, 3-4=-1690/201, 4-5=-1393/219, 5-6=-1346/209, 6-7=-1677/189 BOT CHORD 2-18=-156/1376, 10-18=-156/1376, 9-10=-220/1582, 9-19=-220/1582, 19-20=-220/1582, 8-20=-220/1582, 7-8=-68/1330 WEBS 4-10=-0/538, 5-10=-345/216, 5-8=-394/210, 6-8=-1/529 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 2=119. 8) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 FISCHER TLR-009 Job Reference (optional) I34151995 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:18 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-UvZoeMOriNpY72d5cejAvd8Kl3jVVkEk819N5ayszPp Scale = 1:29.0 1 2 3 4 5 67 8 9 1011121314 5x8 4x10 4x10 3x12 7-10-0 7-10-0 15-8-0 7-10-0 -1-0-0 1-0-0 7-10-0 7-10-0 15-8-0 7-10-0 16-8-0 1-0-0 0-4-02-11-50-4-04.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-0-12], [3:0-4-0,0-1-12], [4:0-3-3,0-0-12] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.48 0.63 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.29 0.04 (loc) 2-6 2-6 4 l/defl >999 >643 n/a L/d 240 180 n/a PLATES MT20 Weight: 144 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=5024/0-3-8, 4=4485/0-3-8 Max Horz 2=37(LC 11) Max Uplift2=-605(LC 5), 4=-541(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8430/929, 3-4=-8431/929 BOT CHORD 2-7=-839/7976, 7-8=-839/7976, 8-9=-839/7976, 9-10=-839/7976, 6-10=-839/7976, 6-11=-839/7976, 11-12=-839/7976, 12-13=-839/7976, 13-14=-839/7976, 4-14=-839/7976 WEBS 3-6=-437/4724 NOTES-(10-13) 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 - 3 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=605, 4=541. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1292 lb down and 147 lb up at 0-7-0, 993 lb down and 114 lb up at 2-7-0, 993 lb down and 114 lb up at 4-7-0, 993 lb down and 114 lb up at 6-7-0, 993 lb down and 114 lb up at 8-7-0, 993 lb down and 114 lb up at 10-7-0, and 993 lb down and 114 lb up at 12-7-0, and 995 lb down and 111 lb up at 14-7-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 FISCHER TLR-009 Job Reference (optional) I34151995 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:18 2018 Page 2 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-UvZoeMOriNpY72d5cejAvd8Kl3jVVkEk819N5ayszPp LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 2-4=-20 Concentrated Loads (lb) Vert: 7=-1292(B) 8=-993(B) 9=-993(B) 10=-993(B) 11=-993(B) 12=-993(B) 13=-993(B) 14=-995(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18802286 Truss TG02 Truss Type HIP GIRDER Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151996 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:18 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-UvZoeMOriNpY72d5cejAvd8G83eEVhfk819N5ayszPp Scale = 1:65.6 1 2 3 4 5 6 7 8 13 12 11 10 914 15 16 17 18 19 20 21 22 23 24 25 8x8 8x8 8x8 5x10 MT18HS6x6 2x4 5x8 2x4 6x6 2x4 8x8 5x10 MT18HS 8-11-5 8-11-5 17-10-4 8-10-15 26-9-3 8-10-15 35-8-8 8-11-5 -1-4-0 1-4-0 6-0-6 6-0-6 12-0-5 5-11-15 17-10-4 5-9-15 23-8-3 5-9-15 29-8-2 5-11-15 35-8-8 6-0-6 0-9-57-8-77-9-80-9-57-8-77.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-2-4], [6:0-4-0,0-2-4], [11:0-4-0,0-2-12] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.71 0.91 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.25 -0.45 0.12 (loc) 11-13 11-13 8 l/defl >999 >948 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 218 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SP No.1 *Except* 4-6: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 10-12: 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 4-11,6-11: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, except 2-0-0 oc purlins (2-6-12 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-10-2 oc bracing. REACTIONS.(lb/size) 2=3013/0-3-8, 8=2930/0-3-8 Max Horz 2=178(LC 12) Max Uplift2=-1028(LC 5), 8=-975(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4738/1665, 3-4=-4568/1675, 4-5=-3891/1512, 5-6=-3891/1512, 6-7=-4577/1683, 7-8=-4747/1674 BOT CHORD 2-14=-1450/3952, 14-15=-1450/3952, 15-16=-1450/3952, 13-16=-1450/3952, 13-17=-1256/3334, 17-18=-1256/3334, 12-18=-1256/3334, 12-19=-1256/3334, 11-19=-1256/3334, 11-20=-1153/3337, 10-20=-1153/3337, 10-21=-1153/3337, 21-22=-1153/3337, 9-22=-1153/3337, 9-23=-1346/3963, 23-24=-1346/3963, 24-25=-1346/3963, 8-25=-1346/3963 WEBS 3-13=-146/251, 4-13=-501/1370, 4-11=-533/998, 5-11=-325/197, 6-11=-533/995, 6-9=-509/1381, 7-9=-152/256 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1028, 8=975. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 330 lb down and 133 lb up at 4-1-1, 199 lb down and 72 lb up at 6-1-1, 199 lb down and 89 lb up at 8-1-1, 199 lb down and 109 lb up at 10-1-1, 199 lb down and 133 lb up at 12-1-1, 199 lb down and 133 lb up at 14-1-1, 199 lb down and 133 lb up at 16-1-1, 199 lb down and 133 lb up at 17-10-4, 199 lb down and 133 lb up at 19-7-7, 199 lb down and 133 lb up at 21-7-7, 199 lb down and 133 lb up at 23-7-7, 199 lb down and 109 lb up at 25-7-7, 199 lb down and 89 lb up at 27-7-7, and 199 lb down and 72 lb up at 29-7-7, and 330 lb down and 133 lb up at 31-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss TG02 Truss Type HIP GIRDER Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151996 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:18 2018 Page 2 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-UvZoeMOriNpY72d5cejAvd8G83eEVhfk819N5ayszPp 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-8=-54, 2-8=-20 Concentrated Loads (lb) Vert: 12=-199 11=-199 10=-199 14=-330 15=-199 16=-199 17=-199 18=-199 19=-199 20=-199 21=-199 22=-199 23=-199 24=-199 25=-330 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18802286 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 FISCHER TLR-009 Job Reference (optional) I34151997 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:19 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-y57AriOTSgxPlCCH9LEPSqgS0SBeEK2tNhuwd0yszPo Scale = 1:50.0 1 2 3 4 5 8 7 6 4x6 3x4 3x4 2x4 3x6 3x6 5-0-8 5-0-8 10-1-0 5-0-8 -1-4-0 1-4-0 5-0-8 5-0-8 10-1-0 5-0-8 11-5-0 1-4-0 1-4-06-4-81-4-012.00 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.70 0.13 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=2723/0-3-8, 6=648/0-3-8 Max Horz 8=154(LC 5) Max Uplift8=-399(LC 6), 6=-106(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-92/729, 2-3=-1353/220, 3-4=-544/129, 2-8=-2628/505, 4-6=-532/192 BOT CHORD 7-8=-29/317, 6-7=-29/317 NOTES-(8-11) 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 0-4-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=399, 6=106. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-4=-54, 4-5=-54, 6-8=-20 Trapezoidal Loads (plf) Vert: 1=-774(F=-720)-to-2=-621(F=-567), 2=-621(F=-567)-to-3=-114(F=-60) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss TG04 Truss Type Common Girder Qty 1 Ply 2 FISCHER TLR-009 Job Reference (optional) I34151998 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:19 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-y57AriOTSgxPlCCH9LEPSqgSCSA8EIAtNhuwd0yszPo Scale = 1:46.9 1 2 3 4 5 6 7 10 9 8 4x6 4x8 4x8 2x4 2x4 2x4 2x4 2x4 2-0-4 2-0-4 5-4-0 3-3-12 8-7-12 3-3-12 10-8-0 2-0-4 -1-0-0 1-0-0 2-0-4 2-0-4 5-4-0 3-3-12 8-7-12 3-3-12 10-8-0 2-0-4 11-8-0 1-0-0 0-6-05-10-00-6-012.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [6:0-1-8,0-1-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.69 0.16 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 9 9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 109 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 0-3-8. (lb) - Max Horz 2=-129(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 6 except 2=-191(LC 7), 10=-224(LC 6), 8=-101(LC 7) Max Grav All reactions 250 lb or less at joint(s) 8 except 2=1757(LC 1), 6=368(LC 1), 10=1048(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-64/518, 2-3=-710/111, 3-4=-775/106, 4-5=-381/68, 5-6=-379/30 WEBS 3-10=-1172/317 NOTES-(9-12) 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 0-4-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=191 , 10=224, 8=101. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 4-7=-54, 2-6=-20 Trapezoidal Loads (plf) Vert: 1=-774(F=-720)-to-4=-114(F=-60) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151999 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:20 2018 Page 1 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-QIhY22P5D_3GMMnTj2le?2DaosIpzZL1bKeU9TyszPn Scale = 1:80.6 1 2 3 4 5 6 7 89 10 21 20 19 18 17 16 15 14 13 12 11 22 23 24 25 26 27 28 29 30 3x6 4x8 5x10 MT18HS 5x10 MT18HS 3x4 8x8 2x4 3x6 5x12 6x6 2x4 5x16 MT18HS 4x6 3x6 6x16 3x6 4x8 4x8 5x12 5x12 2-2-0 2-2-0 8-1-4 5-11-4 14-1-8 6-0-4 19-10-3 5-8-11 25-7-14 5-9-11 30-6-15 4-11-1 35-8-8 5-1-9 2-2-0 2-2-0 8-1-4 5-11-4 14-0-8 5-11-4 19-10-3 5-9-11 25-7-14 5-9-11 30-6-15 4-11-1 35-8-8 5-1-9 0-9-51-7-78-11-101-7-70-8-07.00 12 7.50 12 Plate Offsets (X,Y)-- [5:0-3-8,0-2-4], [6:0-2-8,0-1-8], [7:0-4-0,Edge], [8:0-4-12,0-2-8], [9:0-3-8,0-1-8], [10:0-2-12,0-2-8], [12:0-3-8,0-1-12], [13:0-3-8,0-1-8], [17:0-4-8,0-2-8], [21:Edge ,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.89 0.96 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.64 -1.43 0.23 (loc) 13-15 13-15 11 l/defl >665 >297 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 160 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x6 SP No.1, 8-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 14-16,11-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-16,10-12: 2x4 SPF 2100F 1.8E, 15-17,8-15,9-13,1-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-3-9 max.): 8-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 8-15 REACTIONS.(lb/size) 11=1247/0-3-8, 21=1298/Mechanical Max Horz 21=217(LC 4) Max Uplift11=-172(LC 5), 21=-135(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2683/358, 2-3=-2190/228, 3-4=-2041/243, 4-5=-1682/235, 5-6=-1742/255, 6-7=-2696/289, 7-8=-2773/273, 8-23=-6705/713, 23-24=-6705/713, 9-24=-6705/713, 9-25=-4119/561, 25-26=-4119/561, 10-26=-4119/561, 10-11=-1187/171, 1-21=-1256/150 BOT CHORD 18-19=-405/2421, 17-18=-186/1831, 14-15=-703/6781, 13-14=-703/6781, 13-27=-540/4119, 27-28=-540/4119, 12-28=-540/4119 WEBS 17-22=-149/1392, 5-22=-147/1372, 2-18=-598/221, 4-18=0/355, 4-17=-571/156, 15-17=-199/2436, 6-17=-1131/141, 6-15=-19/905, 8-15=-4593/540, 8-13=-713/109, 9-13=-158/2770, 9-12=-953/107, 10-12=-551/4164, 1-19=-337/2162 NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=172, 21=135. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 17 lb up at 27-7-12, 42 lb down and 91 lb up at 29-7-12, and 42 lb down and 91 lb up at 31-7-12, and 42 lb down and 91 lb up at 33-7-12 on top chord, and 7 lb down and 20 lb up at 27-7-12, 2 lb down and 38 lb up at 29-7-12, and 2 lb down and 38 lb up at 31-7-12, and 2 lb down and 38 lb up at 33-7-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 30,2018 Job B18802286 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 1 FISCHER TLR-009 Job Reference (optional) I34151999 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 30 05:42:20 2018 Page 2 Builders First Source, mooresville,in ID:zweR?DEdOIZw63ei4oiij?zdgPj-QIhY22P5D_3GMMnTj2le?2DaosIpzZL1bKeU9TyszPn LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-54, 5-8=-54, 8-10=-54, 20-21=-20, 17-19=-20, 11-16=-20 Concentrated Loads (lb) Vert: 24=23(F) 25=23(F) 26=23(F) 27=-0(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3-7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87 654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3-7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87 654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.