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Home My WebLink AboutDRAYTON C SEALED TRUSS ENGINEERINGRe: IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek’s customer’s file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of the design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. Liu, Xuegang DRAYTON C Pages or sheets covered by this seal: I26201948 thru I26201998 My license renewal date for the state of Indiana is July 31, 2016. 1600133 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. March 10,2016 Job 1600133 Truss AA Truss Type SPECIAL Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201948 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:46 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-9IywHGIfVwva_VbkPOL3NY2lpozUv?rwgqrKp9zcMBV Scale = 1:62.7 1 2 3 4 5 6 7 8 13 12 11 10 9 4x6 6x12 4x6 3x4 3x8 4x6 2x8 3x6 3x4 5x9 3x8 8-3-7 8-3-7 14-8-9 6-5-2 22-0-0 7-3-7 -1-3-12 1-3-12 4-3-8 4-3-8 8-3-7 4-0-0 14-8-9 6-5-2 15-6-0 0-9-7 22-0-0 6-6-0 23-6-12 1-6-12 1-4-49-7-1110-5-23-11-29-7-1112.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [7:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.70 0.49 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.32 0.02 (loc) 12-13 12-13 9 l/defl >999 >823 n/a L/d 240 180 n/a PLATES MT20 Weight: 135 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-12,5-12,5-10,6-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)13=955/0-3-8, 9=972/0-3-8 Max Horz 13=-6(LC 5) Max Uplift 13=-110(LC 4), 9=-104(LC 4) Max Grav 13=968(LC 8), 9=980(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-297/136, 3-4=-852/178, 4-5=-589/169, 5-6=-679/209, 6-7=-762/166, 2-13=-348/162, 7-9=-914/143 BOT CHORD 12-13=0/551, 10-12=0/455 WEBS 4-12=-20/266, 5-10=-658/167, 6-10=-154/617, 3-13=-714/0, 7-10=0/422 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=110, 9=104. 7) "Semi-rigid pitchbreaks including 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) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss AB Truss Type HIP Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201949 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:47 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-dVWIVcJHGE1RbeAxy5sIwlb?uCKjeUK4vUatLbzcMBU Scale = 1:66.4 1 2 3 4 5 6 7 8 14 13 12 11 10 9 3x4 4x9 4x6 2x4 3x4 3x6 4x6 3x4 3x8 3x4 3x8 3x6 2x8 5-3-8 5-3-8 10-3-7 5-0-0 14-3-7 4-0-0 22-0-0 7-8-9 5-3-8 5-3-8 10-3-7 5-0-0 14-3-7 4-0-0 18-0-0 3-8-8 22-0-0 4-0-0 23-6-12 1-6-12 1-4-411-7-113-11-211-7-1112.00 12 Plate Offsets (X,Y)-- [1:0-3-7,Edge], [4:0-7-4,0-1-12], [5:0-4-4,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.36 0.43 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.02 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 145 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-11,4-10,5-10,6-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)14=864/0-3-8, 9=975/0-3-8 Max Horz 14=-67(LC 4) Max Uplift 14=-61(LC 4), 9=-102(LC 4) Max Grav 14=928(LC 8), 9=995(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-960/110, 2-4=-809/210, 4-5=-507/192, 5-6=-746/216, 6-7=-153/253, 1-14=-880/86, 7-9=-246/258 BOT CHORD 11-13=0/588, 10-11=0/418, 9-10=0/350 WEBS 2-11=-359/145, 4-11=-75/338, 5-10=-79/256, 1-13=0/507, 6-9=-761/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 9=102. 7) "Semi-rigid pitchbreaks including 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) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss AC Truss Type JACK Qty 4 Ply 1 DRAYTON C Job Reference (optional) I26201950 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:47 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-dVWIVcJHGE1RbeAxy5sIwlb0zCN1ebu4vUatLbzcMBU Scale = 1:20.0 1 2 5 3 4 3x4 2x8 2-0-0 2-0-0 -1-3-12 1-3-12 2-0-0 2-0-0 1-4-43-4-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.29 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=196/0-3-8, 3=27/Mechanical, 4=11/Mechanical Max Horz 5=167(LC 4) Max Uplift 3=-55(LC 4), 4=-29(LC 4) Max Grav 5=241(LC 6), 3=81(LC 5), 4=38(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 3, 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss AC1 Truss Type JACK Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201951 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:47 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-dVWIVcJHGE1RbeAxy5sIwlb0zCN1ebu4vUatLbzcMBU Scale = 1:20.0 1 2 5 3 4 3x4 2x8 2-0-0 2-0-0 -1-3-12 1-3-12 2-0-0 2-0-0 1-4-43-4-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.29 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=196/Mechanical, 3=27/Mechanical, 4=11/Mechanical Max Horz 5=167(LC 4) Max Uplift 3=-55(LC 4), 4=-29(LC 4) Max Grav 5=241(LC 6), 3=81(LC 5), 4=38(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 3, 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss ADGR Truss Type JACK Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201952 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:48 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-5h4giyKv1X9IDol7WpOXTz88pckmN2DD88KQt1zcMBT Scale = 1:19.4 1 2 5 4 3 2x4 3x6 3x4 2-8-7 2-8-7 -1-10-4 1-10-4 2-8-7 2-8-7 1-4-43-3-38.49 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.47 0.12 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=268/0-4-15, 3=22/Mechanical, 4=26/Mechanical Max Horz 5=161(LC 4) Max Uplift 5=-50(LC 4), 3=-59(LC 6), 4=-48(LC 4) Max Grav 5=333(LC 6), 3=82(LC 5), 4=51(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-307/66 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 15.5 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 5, 3, 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss AE Truss Type COMMON Qty 2 Ply 1 DRAYTON C Job Reference (optional) I26201953 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:48 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-5h4giyKv1X9IDol7WpOXTz877cbXN_ED88KQt1zcMBT Scale = 1:85.6 1 2 3 4 5 6 7 8 13 12 11 10 9 3x4 4x6 3x4 3x4 3x4 3x6 4x6 3x8 3x4 4x6 3x6 2x8 6-3-8 6-3-8 12-3-7 6-0-0 22-0-0 9-8-9 6-3-8 6-3-8 12-3-7 6-0-0 17-0-0 4-8-8 22-0-0 5-0-0 23-6-12 1-6-12 1-4-413-7-113-11-212.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.52 0.65 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.59 0.02 (loc) 9-10 9-10 9 l/defl >999 >444 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-12,1-13,1-12,7-9: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 4-10, 6-10, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)13=864/0-3-8, 9=975/0-3-8 Max Horz 13=-67(LC 4) Max Uplift 13=-56(LC 4), 9=-96(LC 4) Max Grav 13=947(LC 8), 9=1019(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-978/114, 2-4=-786/221, 4-6=-764/230, 6-7=-201/270, 1-13=-885/91, 7-9=-298/272 BOT CHORD 10-12=0/582, 9-10=0/372 WEBS 2-10=-436/184, 4-10=-210/622, 1-12=0/453, 6-9=-727/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss AF Truss Type COMMON Qty 2 Ply 1 DRAYTON C Job Reference (optional) I26201954 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:49 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-Zte2wIKXorH9ryJJ4Wvm?AgJD0xn6RaNNo3_QUzcMBS Scale = 1:85.6 1 2 3 4 5 6 7 8 13 12 11 10 9 3x4 4x6 3x4 3x4 3x4 3x6 3x4 3x8 3x4 5x6 3x6 2x8 6-1-7 6-1-7 11-11-7 5-9-15 21-8-0 9-8-9 6-1-7 6-1-7 11-11-7 5-9-15 16-8-0 4-8-9 21-8-0 5-0-1 23-2-12 1-6-12 1-8-413-7-113-11-212.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.49 0.64 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.59 0.01 (loc) 9-10 9-10 9 l/defl >999 >437 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-12,1-13,1-12,7-9: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 4-10, 6-10, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)13=851/0-3-8, 9=962/0-3-8 Max Horz 13=-68(LC 4) Max Uplift 13=-56(LC 4), 9=-95(LC 4) Max Grav 13=932(LC 8), 9=1005(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-926/116, 2-4=-769/222, 4-6=-750/230, 6-7=-201/270, 1-13=-872/89, 7-9=-297/272 BOT CHORD 10-12=0/543, 9-10=0/365 WEBS 2-10=-404/182, 4-10=-212/607, 1-12=0/458, 6-9=-711/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss AG Truss Type GABLE Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201955 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:49 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-Zte2wIKXorH9ryJJ4Wvm?AgJ203A6UzNNo3_QUzcMBS Scale = 1:25.8 1 2 3 4 7 6 5 8 3x4 2x8 2x8 2x4 2x4 2x4 -1-11-4 1-11-4 2-4-0 2-4-0 3-1-94-5-157.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.51 0.17 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.02 -0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 20 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=296/2-4-0, 5=36/2-4-0, 6=-43/2-4-0 Max Horz 7=62(LC 6) Max Uplift 7=-23(LC 6), 5=-20(LC 6), 6=-180(LC 8) Max Grav 7=460(LC 8), 5=39(LC 9), 6=99(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-446/154 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5 except (jt=lb) 6=180. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss AGR Truss Type MONO HIP Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201956 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:50 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-14CQ7eL9Z9P0S6uVeEQ?YODMCQFjrlUWbSpXywzcMBR Scale = 1:69.6 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 4x8 MT18HS 5x10 MT18HS 4x14 MT18HS 3x4 10x12 MT18HS 6x8 6x8 3x6 2x4 4x6 3x6 5x9 4x9 4x6 2x4 4x9 2x4 6x10 2x4 7x14 6x8 4-1-11 4-1-11 7-9-15 3-8-4 11-6-3 3-8-4 17-1-4 5-7-0 22-6-8 5-5-4 27-11-12 5-5-4 33-5-0 5-5-4 39-0-0 5-7-0 -0-11-4 0-11-4 4-1-11 4-1-11 7-9-15 3-8-4 11-6-3 3-8-4 17-1-4 5-7-0 22-6-8 5-5-4 27-11-12 5-5-4 33-5-0 5-5-4 39-0-0 5-7-0 0-6-67-3-07.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-15], [5:0-4-0,Edge], [6:0-7-0,0-2-4], [7:0-3-8,0-2-0], [9:0-7-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.99 0.79 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.50 0.40 -0.16 (loc) 17-18 17-18 13 l/defl >937 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 248 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 6-9: 2x4 SP 2400F 2.0E, 1-5: 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 *Except* 16-19: 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 7-20,8-18,8-15,11-15,11-13: 2x4 SPF-S 1650F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-11 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 3-1-0 oc bracing. WEBS 1 Row at midpt 6-20, 7-20, 8-18, 8-15, 11-15, 11-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)13=1530/Mechanical, 2=1641/0-3-8 Max Horz 2=51(LC 22) Max Uplift 13=-3669(LC 6), 2=-2292(LC 6) Max Grav 13=3295(LC 25), 2=2511(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4205/4104, 3-4=-4112/4276, 4-6=-3977/4335, 6-7=-3473/3814, 7-8=-4413/4959, 8-10=-3803/4397, 10-11=-3803/4397, 12-13=-275/172 BOT CHORD 2-22=-3445/3509, 21-22=-3445/3509, 20-21=-3614/3474, 18-20=-4796/4303, 17-18=-4974/4375, 15-17=-4974/4375, 14-15=-2585/2275, 13-14=-2585/2275 WEBS 3-21=-544/163, 4-21=-82/312, 4-20=-662/176, 6-20=-1915/1575, 7-20=-1517/1845, 7-18=-878/523, 8-18=-233/408, 8-17=-610/361, 8-15=-1099/1194, 10-15=-646/541, 11-15=-2658/2286, 11-14=-675/405, 11-13=-3732/4278 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide metal plate or equivalent at bearing(s) 13 to support reaction shown. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=3669, 2=2292. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss AGR Truss Type MONO HIP Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201956 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:51 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-VGmoL_MnJSXt4GTiBxxE4bmXypbyaCkfq6Y5UMzcMBQ NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 154 lb down and 206 lb up at 12-11-4, 154 lb down and 206 lb up at 14-11-4, 154 lb down and 206 lb up at 16-11-4, 154 lb down and 206 lb up at 18-11-4, 154 lb down and 206 lb up at 20-11-4, 154 lb down and 206 lb up at 22-11-4, 154 lb down and 206 lb up at 24-11-4, 154 lb down and 206 lb up at 26-11-4, 154 lb down and 206 lb up at 28-11-4, 154 lb down and 206 lb up at 30-11-4, 154 lb down and 206 lb up at 32-11-4, and 154 lb down and 206 lb up at 34-11-4, and 154 lb down and 206 lb up at 36-11-4 on top chord, and 38 lb down and 136 lb up at 8-11-4, 22 lb down and 151 lb up at 10-11-4, 97 lb down and 250 lb up at 12-11-4, 97 lb down and 250 lb up at 14-11-4, 97 lb down and 250 lb up at 16-11-4, 97 lb down and 250 lb up at 18-11-4, 97 lb down and 250 lb up at 20-11-4, 97 lb down and 250 lb up at 22-11-4, 97 lb down and 250 lb up at 24-11-4, 97 lb down and 250 lb up at 26-11-4, 97 lb down and 250 lb up at 28-11-4, 97 lb down and 250 lb up at 30-11-4, 97 lb down and 250 lb up at 32-11-4, and 97 lb down and 250 lb up at 34-11-4, and 97 lb down and 250 lb up at 36-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-12=-60, 2-13=-20 Concentrated Loads (lb) Vert: 18=4(F) 16=4(F) 39=-38(F) 40=-22(F) 41=4(F) 42=4(F) 43=4(F) 44=4(F) 45=4(F) 46=4(F) 47=4(F) 48=4(F) 49=4(F) 50=4(F) 51=4(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 1600133 Truss AHGR Truss Type HIP Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201957 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:51 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-VGmoL_MnJSXt4GTiBxxE4bmbtplHaGNfq6Y5UMzcMBQ Scale = 1:45.1 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 8x8 8x8 3x10 3x10 3x4 3x8 2x4 3x4 4x6 4x6 2-6-0 2-6-0 6-6-0 4-0-0 10-6-0 4-0-0 13-0-0 2-6-0 -1-6-12 1-6-12 2-6-0 2-6-0 6-6-0 4-0-0 10-6-0 4-0-0 13-0-0 2-6-0 14-11-4 1-11-4 4-7-07-11-04-7-07-11-016.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-8], [3:0-2-13,Edge], [5:0-2-13,Edge], [6:0-2-4,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.74 0.13 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 0.03 -0.00 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-10,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)12=644/0-3-8, 8=674/0-3-8 Max Horz 12=-22(LC 4) Max Uplift 12=-1160(LC 4), 8=-1177(LC 4) Max Grav 12=979(LC 11), 8=1001(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-539/827, 3-4=-510/747, 4-5=-510/747, 5-6=-536/853, 2-12=-969/1199, 6-8=-991/1219 BOT CHORD 10-11=-348/398, 9-10=-352/399 WEBS 3-11=-327/173, 3-10=-501/362, 4-10=-448/433, 5-10=-494/366, 5-9=-356/157, 2-11=-626/613, 6-9=-618/647 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=1160, 8=1177. 7) "Semi-rigid pitchbreaks including 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) 163 lb down and 202 lb up at 2-6-0, 165 lb down and 195 lb up at 4-6-12, 165 lb down and 195 lb up at 6-6-12, and 165 lb down and 195 lb up at 8-6-12, and 163 lb down and 202 lb up at 10-6-0 on top chord, and 123 lb down and 327 lb up at 2-6-0, 92 lb down and 234 lb up at 4-6-12, 92 lb down and 234 lb up at 6-6-12, and 92 lb down and 234 lb up at 8-6-12, and 123 lb down and 327 lb up at 10-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss AHGR Truss Type HIP Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201957 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:51 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-VGmoL_MnJSXt4GTiBxxE4bmbtplHaGNfq6Y5UMzcMBQ LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-12=-20 Concentrated Loads (lb) Vert: 11=-45(F) 10=5(F) 9=-45(F) 15=5(F) 16=5(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 1600133 Truss AI Truss Type HIP Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201958 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:52 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-_SKBYKNQ4mfkiQ2uleSTdpIqgD5UJrop3lIe0ozcMBP Scale = 1:59.5 1 2 3 4 5 6 10 9 8 7 7x12 4x6 2x4 2x4 3x4 3x8 4x6 4x6 4-6-0 4-6-0 8-6-0 4-0-0 13-0-0 4-6-0 -1-6-12 1-6-12 4-6-0 4-6-0 8-6-0 4-0-0 13-0-0 4-6-0 14-11-4 1-11-4 4-7-010-7-04-7-010-7-016.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-2-13,Edge], [4:0-3-2,0-2-0], [5:0-2-4,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.48 0.13 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 0.00 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-9,3-8,4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-9, 3-8, 4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)10=607/0-3-8, 7=637/0-3-8 Max Horz 10=-22(LC 4) Max Uplift 10=-114(LC 4), 7=-123(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-401/234, 4-5=-400/243, 2-10=-566/142, 5-7=-596/154 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=114, 7=123. 7) "Semi-rigid pitchbreaks including 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) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss AJ Truss Type MONO TRUSS Qty 5 Ply 1 DRAYTON C Job Reference (optional) I26201959 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:52 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-_SKBYKNQ4mfkiQ2uleSTdpIjlD7rJqSp3lIe0ozcMBP Scale = 1:43.5 1 2 3 5 4 2x4 2x4 3x6 3x4 2-6-0 2-6-0 -1-11-4 1-11-4 2-6-0 2-6-0 4-7-07-11-016.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.92 0.04 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=272/0-3-8, 4=29/0-3-8 Max Horz 5=156(LC 4) Max Uplift 4=-219(LC 4) Max Grav 5=351(LC 6), 4=47(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-329/0 WEBS 2-4=-0/448 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=219. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss AKGR Truss Type JACK Qty 2 Ply 1 DRAYTON C Job Reference (optional) I26201960 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:52 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-_SKBYKNQ4mfkiQ2uleSTdpIjrD4RJrVp3lIe0ozcMBP Scale = 1:43.2 1 2 3 5 4 2x4 3x6 2x4 3x4 3-6-7 3-6-7 -2-2-8 2-2-8 3-6-7 3-6-7 4-7-07-11-011.31 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.92 0.20 0.10 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: 32 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=322/0-4-15, 4=78/Mechanical Max Horz 5=115(LC 4) Max Uplift 5=-10(LC 4), 4=-106(LC 4) Max Grav 5=386(LC 6), 4=80(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-354/30 WEBS 2-4=-0/272 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.7 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 5 except (jt=lb) 4=106. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss AL Truss Type COMMON Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201961 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:53 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-SetZmfO2r4nbJZd4JMziA0rskdP22HzyHP1BZFzcMBO Scale = 1:81.9 1 2 3 4 5 6 9 8 7 4x6 3x6 2x4 2x4 3x8 6x10 6x10 6-6-0 6-6-0 13-0-0 6-6-0 -1-6-12 1-6-12 6-6-0 6-6-0 13-0-0 6-6-0 14-11-4 1-11-4 4-7-013-3-04-7-016.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-3], [5:Edge,0-1-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.97 0.30 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 0.00 (loc) 8-9 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)9=607/0-3-8, 7=637/0-3-8 Max Horz 9=-22(LC 4) Max Uplift 9=-107(LC 4), 7=-116(LC 4) Max Grav 9=621(LC 8), 7=640(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-447/227, 3-5=-447/231, 2-9=-564/139, 5-7=-583/150 WEBS 2-8=-12/252, 5-8=-4/265 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=107, 7=116. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss AMGR Truss Type COMMON Qty 1 Ply 2 DRAYTON C Job Reference (optional) I26201962 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:54 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-wrRxz?OgcNvSxjCHt3VxiEO5X1kNncu6W3nl5hzcMBN Scale = 1:81.9 1 2 3 4 5 6 7 8 13 12 11 10 9141516171819 4x6 3x4 4x12 4x12 8x8 3x6 8x8 3x6 8x8 4x6 4x6 3-4-12 3-4-12 6-6-0 3-1-4 9-7-4 3-1-4 13-0-0 3-4-12 -1-6-12 1-6-12 3-4-12 3-4-12 6-6-0 3-1-4 9-7-4 3-1-4 13-0-0 3-4-12 14-11-4 1-11-4 4-7-013-3-04-7-016.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-12], [7:0-2-12,0-1-12], [9:Edge,0-3-8], [10:0-3-8,0-5-12], [11:0-4-0,0-5-8], [12:0-3-8,0-5-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.71 0.30 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.09 0.00 (loc) 11-12 11-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 290 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF No.2 *Except* 2-13,2-12,7-9,7-10: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)13=6081/0-3-8, 9=6166/0-3-8 Max Horz 13=-22(LC 4) Max Uplift 13=-2994(LC 4), 9=-462(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3301/1244, 3-4=-2790/672, 4-6=-2789/671, 6-7=-3009/490, 2-13=-5261/1716, 7-9=-4824/536 BOT CHORD 11-12=-560/1916, 10-11=-101/1735 WEBS 4-11=-982/4157, 6-11=-414/0, 6-10=0/460, 3-11=-769/1334, 3-12=-1665/952, 2-12=-842/3113, 7-10=-104/2824 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=2994, 9=462. 8) "Semi-rigid pitchbreaks including 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) 2195 lb down and 3509 lb up at 2-0-12, 2192 lb down at 4-0-12, 2031 lb down at 6-0-12, 1527 lb down at 8-0-12, and 1527 lb down at 10-0-12, and 1530 lb down at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss AMGR Truss Type COMMON Qty 1 Ply 2 DRAYTON C Job Reference (optional) I26201962 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:54 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-wrRxz?OgcNvSxjCHt3VxiEO5X1kNncu6W3nl5hzcMBN LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-7=-60, 7-8=-60, 9-13=-20 Concentrated Loads (lb) Vert: 14=-2195(B) 15=-2192(B) 16=-2031(B) 17=-1527(B) 18=-1527(B) 19=-1530(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 1600133 Truss AN Truss Type MONO TRUSS Qty 11 Ply 1 DRAYTON C Job Reference (optional) I26201963 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:54 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-wrRxz?OgcNvSxjCHt3VxiEO8F1jfnmd6W3nl5hzcMBN Scale = 1:16.3 1 2 3 4 5 2x4 2x4 2x4 5-11-8 5-11-8 -0-11-4 0-11-4 5-11-8 5-11-8 0-6-02-5-134.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.54 0.34 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.00 (loc) 2-4 2-4 4 l/defl >999 >440 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)4=220/0-3-8, 2=298/0-3-8 Max Horz 2=36(LC 6) Max Uplift 4=-60(LC 6), 2=-102(LC 6) Max Grav 4=241(LC 9), 2=304(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 4 except (jt=lb) 2=102. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss AO Truss Type MONO TRUSS Qty 13 Ply 1 DRAYTON C Job Reference (optional) I26201964 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:54 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-wrRxz?OgcNvSxjCHt3VxiEO591ocnkz6W3nl5hzcMBN Scale = 1:40.2 1 2 3 5 4 2x4 2x4 3x6 3x4 2-0-0 2-0-0 -1-6-12 1-6-12 2-0-0 2-0-0 4-7-07-3-016.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.74 0.03 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=222/0-3-8, 4=17/0-3-8 Max Horz 5=127(LC 4) Max Uplift 4=-244(LC 4) Max Grav 5=290(LC 6), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-273/0 WEBS 2-4=-0/447 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=244. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss AP Truss Type MONO HIP Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201965 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:55 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-O1?JALPINh1JZtnTQn0AFRwKnR77W8oFljWId7zcMBM Scale = 1:38.3 1 2 3 5 4 6 3x6 6x6 2x8 3x6 2-0-0 2-0-0 -0-11-4 0-11-4 1-8-10 1-8-10 2-0-0 0-3-6 4-7-06-10-816.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.49 0.07 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)4=48/Mechanical, 5=154/0-3-8 Max Horz 5=408(LC 5) Max Uplift 4=-839(LC 5), 5=-601(LC 7) Max Grav 4=766(LC 7), 5=791(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-780/619 BOT CHORD 4-5=-340/308 WEBS 2-4=-679/786 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=839, 5=601. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss AQ Truss Type MONO HIP Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201966 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:55 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-O1?JALPINh1JZtnTQn0AFRwLWR8rW9rFljWId7zcMBM Scale: 3/8"=1’ 1 2 3 4 6 5 5x9 2x4 3x4 3x4 2x4 2-0-0 2-0-0 -0-11-4 0-11-4 0-10-2 0-10-2 2-0-0 1-1-14 4-7-05-8-816.00 12 Plate Offsets (X,Y)-- [3:0-2-13,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.44 0.03 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=48/Mechanical, 6=154/0-3-8 Max Horz 6=77(LC 4) Max Uplift 5=-178(LC 4) Max Grav 5=56(LC 9), 6=177(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-75/368, 2-6=-199/383 WEBS 3-6=-482/40 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -0-11-4 to 1-10-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 5=178. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss B Truss Type MONO HIP Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201967 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:56 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-sDZhOhQw8?9AA1Mf_UXPnfTNuqIyFWgP_NGr9azcMBL Scale = 1:71.5 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 3x6 5x10 MT18HS 3x6 5x6 3x8 MT18HS 6x8 3x6 3x4 2x4 3x4 3x8 2x4 3x8 2x4 6x10 3x6 8-1-9 8-1-9 16-1-1 7-11-8 23-9-5 7-8-4 31-3-12 7-6-8 39-0-0 7-8-4 -0-11-4 0-11-4 5-5-11 5-5-11 10-9-6 5-3-11 16-1-1 5-3-11 23-9-5 7-8-4 31-3-12 7-6-8 39-0-0 7-8-4 0-6-69-11-07.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-7-0,0-2-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.98 0.80 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.36 0.13 (loc) 14 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 198 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8,8-10: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-11: 2x4 SPF-S 1650F 1.6E, 3-17,4-17: 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 4-15, 7-15, 7-12, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)11=1547/Mechanical, 2=1614/0-3-8 Max Horz 2=61(LC 6) Max Uplift 11=-132(LC 6), 2=-133(LC 6) Max Grav 11=2212(LC 14), 2=1852(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2998/202, 3-4=-2788/218, 4-6=-2165/241, 6-7=-1878/237, 7-9=-1428/200, 9-10=-1428/200, 10-11=-2144/182 BOT CHORD 2-17=-155/2479, 15-17=-86/2092, 14-15=-16/2034, 12-14=-16/2034 WEBS 3-17=-366/117, 4-17=0/498, 4-15=-862/120, 6-15=-8/628, 7-15=-303/329, 7-14=0/291, 7-12=-984/71, 9-12=-864/138, 10-12=-137/2284 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=132, 2=133. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss BG Truss Type GABLE Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201968 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:56 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-sDZhOhQw8?9AA1Mf_UXPnfTZZqTAFfpP_NGr9azcMBL Scale = 1:29.5 1 2 3 4 5 6 7 8 13 12 11 10 9 3x4 3x4 2x8 8-10-8 8-10-8 -0-11-4 0-11-4 6-11-6 6-11-6 8-10-8 1-11-2 0-6-64-7-07.00 12 Plate Offsets (X,Y)-- [2:0-2-5,Edge], [2:0-0-0,0-0-15], [6:0-2-0,0-2-5] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.23 0.08 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 42 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 8-10-8. (lb) - Max Horz 2=25(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 2, 10, 11, 12, 13 Max Grav All reactions 250 lb or less at joint(s) 9, 10, 11, 12 except 2=301(LC 15), 13=466(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-366/96 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2, 10, 11, 12, 13. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss C Truss Type MONO HIP Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201969 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:57 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-KQ74b1RYvIH0oBxsYC2eKs0ZVEeA_wGYC1?Pi0zcMBK Scale = 1:82.8 12 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 3x6 3x6 4x6 4x8 MT18HS 6x8 3x6 3x6 2x4 3x4 3x6 3x6 5x10 MT18HS 2x4 3x8 2x4 3x8 3x6 7-0-0 7-0-0 13-9-15 6-10-0 20-7-15 6-10-0 26-9-14 6-1-15 32-10-1 6-0-3 39-0-0 6-1-15 -0-11-4 0-11-4 7-0-0 7-0-0 13-9-15 6-10-0 20-7-15 6-10-0 26-9-14 6-1-15 32-10-1 6-0-3 39-0-0 6-1-15 0-6-612-7-07.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-7-0,0-1-12], [10:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.92 0.80 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.34 0.13 (loc) 16 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 243 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,3-16: 2x4 SPF Stud/No.3, 6-13,9-13,9-11: 2x4 SP 2400F 2.0E WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-15 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 5-15, 6-13, 7-13, 9-13, 9-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)11=1547/Mechanical, 2=1614/0-3-8 Max Horz 2=74(LC 6) Max Uplift 11=-131(LC 6), 2=-124(LC 6) Max Grav 11=2051(LC 14), 2=1866(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3061/170, 3-5=-2510/209, 5-6=-1814/243, 6-7=-1354/234, 7-9=-1354/234, 10-11=-270/78 BOT CHORD 2-18=-126/2517, 16-18=-126/2517, 15-16=-43/2032, 13-15=0/1349, 12-13=0/853, 11-12=0/853 WEBS 3-18=0/298, 3-16=-634/98, 5-16=0/472, 5-15=-1124/138, 6-15=-30/994, 6-13=-674/24, 7-13=-685/125, 9-13=-75/1012, 9-12=0/266, 9-11=-1924/126 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=131, 2=124. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss D Truss Type COMMON Qty 7 Ply 1 DRAYTON C Job Reference (optional) I26201970 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:58 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-ochSpNRAgcPtQLV26vZtt4Ykje?AjRihRhlyESzcMBJ Scale = 1:79.5 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 5x6 6x8 2x4 3x4 3x8 3x4 3x4 2x8 7-4-4 7-4-4 14-6-8 7-2-4 21-8-12 7-2-4 31-0-0 9-3-4 39-0-0 8-0-0 -0-11-4 0-11-4 7-4-4 7-4-4 14-6-8 7-2-4 21-8-12 7-2-4 27-4-10 5-7-15 33-0-9 5-7-15 39-0-0 5-11-7 0-6-613-2-83-1-97.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.96 0.75 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.46 0.13 (loc) 12-14 12-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 192 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,9-12,10-11: 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-14, 8-14, 8-12, 9-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1614/0-3-8, 11=1547/Mechanical Max Horz 2=28(LC 6) Max Uplift 2=-122(LC 6), 11=-88(LC 6) Max Grav 2=1738(LC 12), 11=1699(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2803/168, 3-5=-2234/210, 5-6=-1674/242, 6-8=-1654/249, 8-9=-1814/222 BOT CHORD 2-17=-75/2276, 15-17=-75/2276, 14-15=0/1739, 12-14=0/1361, 11-12=-4/1312 WEBS 3-17=0/320, 3-15=-634/103, 5-15=0/481, 5-14=-894/150, 6-14=-132/1186, 8-14=-413/135, 9-12=0/286, 9-11=-1902/53 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 3x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 2=122. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss E Truss Type SPECIAL Qty 2 Ply 1 DRAYTON C Job Reference (optional) I26201971 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:04:59 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-GoFq0jSpRwXk1U4Efd46PH5yh2J5StqrgLUWmvzcMBI Scale = 1:85.8 1 2 3 24 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 1323 25 26 10x10 3x6 5x6 3x6 3x10 2x4 2x8 2x8 8x8 6x6 2x4 4x9 5x6 7x12 3x6 5x9 3x4 3x6 3x4 4x6 3x6 3x6 2-3-8 2-3-8 3-3-8 1-0-0 8-4-8 5-1-0 9-4-8 1-0-0 21-8-12 12-4-4 27-4-10 5-7-15 39-0-0 11-7-6 -0-11-4 0-11-4 2-3-8 2-3-8 9-4-8 7-1-0 15-6-10 6-2-2 21-8-12 6-2-2 27-4-10 5-7-15 33-0-9 5-7-15 39-0-0 5-11-7 40-11-4 1-11-4 0-6-613-2-83-1-91-6-07.00 12 12.00 12 Plate Offsets (X,Y)-- [1:0-6-12,0-1-4], [3:0-0-2,0-5-8], [4:0-4-12,Edge], [11:0-2-14,0-2-0], [13:Edge,0-1-8], [17:0-2-4,0-3-0], [20:0-6-4,0-4-0], [21:0-2-12,0-4-4], [23:0-2-0,0-0-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.75 0.84 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.66 0.40 (loc) 3-21 3-21 13 l/defl >999 >705 n/a L/d 240 180 n/a PLATES MT20 Weight: 280 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x8 SP 2250F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 3-21,20-21: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-23,4-21: 2x6 SPF No.2 18-20,11-13,11-14,10-14: 2x4 SPF Stud/No.3 OTHERS 2x8 SP 2250F 1.8E LBR SCAB 1-4 2x8 SP 2250F 1.8E one side BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 3-22,13-14. WEBS 1 Row at midpt 4-19, 6-18, 6-17, 8-17, 8-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=1508/0-3-8, 13=1676/0-3-8 Max Horz 1=-42(LC 6) Max Uplift 1=-111(LC 6), 13=-154(LC 6) Max Grav 1=1658(LC 12), 13=1775(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-813/104, 2-3=-709/108, 3-4=-3326/176, 4-6=-3010/320, 6-7=-1648/255, 7-8=-1642/258, 8-10=-1809/215, 10-11=-1670/159, 11-13=-1720/185 BOT CHORD 3-21=-3/2994, 20-21=-9/3222, 17-18=0/1662, 15-17=0/1383, 14-15=0/1324 WEBS 4-20=-2828/155, 4-21=0/2182, 18-20=0/1539, 6-20=-143/1293, 6-17=-882/143, 7-17=-153/1204, 8-17=-427/120, 11-14=0/1457, 10-14=-532/70 NOTES- 1) Attached 11-1-7 scab 1 to 4, front face(s) 2x8 SP 2250F 1.8E with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 1-4-10 from end at joint 1, nail 2 row(s) at 4" o.c. for 2-8-15; starting at 8-10-13 from end at joint 1, nail 2 row(s) at 7" o.c. for 2-0-0. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=111, 13=154. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss F Truss Type SPECIAL Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201972 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:00 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-l?oCE3TRCDgbfefQDKbLyVd7WSe9BGW_u?E3ILzcMBH Scale = 1:86.8 1 2 3 26 4 5 6 7 9 10 11 12 13 14 8 24 23 22 21 20 19 18 17 16 1525 27 28 29 30 31 32 9x14 MT18HS 3x6 3x6 3x6 2x8 2x4 2x8 2x8 8x16 6x8 2x4 4x12 7x12 8x8 2x8 3x6 6x10 3x4 4x8 MT18HS 3x4 4x12 3x6 3x6 2x4 2-3-8 2-3-8 3-3-8 1-0-0 8-4-8 5-1-0 9-4-8 1-0-0 21-8-12 12-4-4 27-4-10 5-7-15 39-0-0 11-7-6 -0-11-4 0-11-4 2-3-8 2-3-8 9-4-8 7-1-0 15-6-10 6-2-2 21-0-9 5-5-15 21-8-12 0-8-3 22-4-15 0-8-3 27-4-10 4-11-12 33-0-9 5-7-15 39-0-0 5-11-7 40-11-4 1-11-4 0-6-612-9-113-1-91-6-012-9-117.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-6-12,0-3-4], [7:0-3-2,0-2-4], [9:0-3-2,0-2-4], [19:0-3-4,0-3-0], [20:0-3-8,Edge], [22:0-4-12,0-5-4], [23:0-2-8,0-5-4], [25:0-2-0,0-0-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.75 0.91 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.44 -0.83 0.52 (loc) 3-23 3-23 15 l/defl >999 >559 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 285 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x8 SP 2250F 1.8E, 7-9: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 3-23: 2x6 SP No.1, 22-23: 2x6 SPF No.2 15-18: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 2-25,4-23: 2x6 SPF No.2, 20-22,13-15,12-16: 2x4 SPF Stud/No.3 OTHERS 2x8 SP 2250F 1.8E LBR SCAB 1-4 2x8 SP 2250F 1.8E one side BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 3-24. WEBS 1 Row at midpt 4-21, 6-20, 6-19, 10-19, 10-17, 12-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=1508/0-3-8, 15=1676/0-3-8 Max Horz 1=-42(LC 6) Max Uplift 1=-113(LC 6), 15=-155(LC 6) Max Grav 1=2018(LC 26), 15=2291(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1000/105, 2-3=-878/108, 3-4=-4294/181, 4-6=-3877/325, 6-7=-2147/254, 9-10=-2136/256, 10-12=-2390/217, 13-15=-320/191, 7-8=-1765/246, 8-9=-1765/246 BOT CHORD 3-23=-8/3907, 22-23=-14/4198, 19-20=0/2277, 17-19=0/1935, 16-17=0/1801, 15-16=0/1801 WEBS 4-22=-3565/162, 4-23=0/2801, 20-22=0/2116, 6-22=-147/1592, 6-19=-1115/137, 8-19=-142/1504, 10-19=-535/113, 12-15=-2613/0 NOTES- 1) Attached 11-1-7 scab 1 to 4, front face(s) 2x8 SP 2250F 1.8E with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 1-4-10 from end at joint 1, nail 2 row(s) at 3" o.c. for 2-8-15. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=113, 15=155.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss F Truss Type SPECIAL Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201972 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:00 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-l?oCE3TRCDgbfefQDKbLyVd7WSe9BGW_u?E3ILzcMBH NOTES- 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 1600133 Truss G Truss Type SPECIAL Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201973 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:01 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-DBMaROU3zXoSHoEdn17aUiAGmr_Gwj187fzcrnzcMBG Scale = 1:76.2 1 25 2 3 26 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 27 28 29 30 31 32 12x12 5x6 7x12 5x6 3x6 4x9 8x8 8x8 6x8 10x12 3x6 5x6 3x10 4x9 3x8 3x6 3x8 3x6 4x6 3x6 2-3-8 2-3-8 3-3-8 1-0-0 8-4-8 5-1-0 9-4-8 1-0-0 13-8-4 4-3-12 19-6-6 5-10-2 26-11-13 7-5-7 32-10-3 5-10-5 39-0-0 6-1-13 -0-11-4 0-11-4 2-3-8 2-3-8 9-4-8 7-1-0 13-8-4 4-3-12 18-0-0 4-3-12 19-6-6 1-6-6 26-11-13 7-5-7 32-10-3 5-10-5 39-0-0 6-1-13 40-11-4 1-11-4 0-6-610-1-1111-0-63-1-91-6-010-1-117.00 12 12.00 12 Plate Offsets (X,Y)-- [1:0-6-15,0-0-0], [3:0-4-0,0-6-12], [8:0-3-8,0-2-8], [11:0-3-0,0-1-12], [13:Edge,0-1-8], [14:0-3-8,0-1-8], [24:0-0-9,0-3-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.84 0.86 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.64 0.41 (loc) 3-22 3-22 13 l/defl >999 >720 n/a L/d 240 180 n/a PLATES MT20 Weight: 279 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x4 SP 2400F 2.0E, 1-4: 2x8 SP 2250F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 1-24: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-24: 2x6 SPF No.2 4-22,19-21,5-19,10-14,11-13,11-14: 2x4 SPF Stud/No.3 OTHERS 2x8 SP 2250F 1.8E LBR SCAB 1-4 2x8 SP 2250F 1.8E one side BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-14 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 4-20, 5-19, 5-18, 7-18, 7-15, 10-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=1533/0-3-8, 13=1665/0-3-8 Max Horz 1=-41(LC 6) Max Uplift 1=-95(LC 6), 13=-163(LC 6) Max Grav 1=1650(LC 12), 13=1936(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1590/126, 2-3=-2511/164, 3-4=-3059/177, 4-5=-2706/297, 5-6=-1735/245, 6-7=-1955/300, 7-8=-1456/228, 8-10=-1778/228, 10-11=-1801/171, 11-13=-1877/196 BOT CHORD 1-24=-22/763, 3-23=-60/2045, 3-22=-1/2752, 21-22=-8/3098, 18-19=0/1695, 15-18=0/1528, 14-15=0/1397 WEBS 2-23=-1689/59, 4-21=-2764/127, 4-22=0/2192, 19-21=0/1529, 5-21=-115/989, 5-18=-704/111, 6-18=-230/1701, 7-18=-1129/220, 7-15=-476/21, 8-15=0/435, 10-14=-538/75, 11-14=-3/1506 NOTES- 1) Attached 11-1-7 scab 1 to 4, front face(s) 2x8 SP 2250F 1.8E with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-4-13 from end at joint 1, nail 2 row(s) at 4" o.c. for 3-8-13; starting at 8-10-13 from end at joint 1, nail 2 row(s) at 7" o.c. for 2-0-0. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 13=163.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss G Truss Type SPECIAL Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201973 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:01 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-DBMaROU3zXoSHoEdn17aUiAGmr_Gwj187fzcrnzcMBG NOTES- 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 1600133 Truss HGR Truss Type SPECIAL Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201974 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:03 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-9aULs4VJV82AW6O?uS92a7FejfgkOcWQbzSjvgzcMBE Scale = 1:80.1 1 25 2 3 26 4 5 6 7 8 9 10 11 24 23 22 21 20 19 18 17 16 15 14 13 12 27 28 29 30 31 12x12 5x6 7x12 6x6 4x9 8x8 8x8 6x8 10x12 3x6 5x6 3x10 3x8 2x4 3x8 4x6 3x6 3x6 5x6 3x6 2-3-8 2-3-8 3-3-8 1-0-0 8-4-8 5-1-0 9-4-8 1-0-0 13-8-4 4-3-12 24-1-3 10-4-15 31-6-11 7-5-8 32-10-3 1-3-8 39-0-0 6-1-13 -0-11-4 0-11-4 2-3-8 2-3-8 9-4-8 7-1-0 13-8-4 4-3-12 18-0-0 4-3-12 24-1-3 6-1-3 31-6-11 7-5-8 32-10-3 1-3-8 39-0-0 6-1-13 40-11-4 1-11-4 0-6-67-5-1111-0-63-1-91-6-07-5-117.00 12 12.00 12 Plate Offsets (X,Y)-- [1:0-8-7,0-0-0], [3:0-4-0,0-6-12], [10:0-2-9,0-2-8], [12:Edge,0-1-8], [24:0-0-9,0-3-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.75 0.86 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.65 0.42 (loc) 3-22 3-22 12 l/defl >999 >710 n/a L/d 240 180 n/a PLATES MT20 Weight: 286 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-6: 2x4 SPF No.2, 6-7: 2x4 SPF-S 1650F 1.6E 1-4: 2x8 SP 2250F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 1-24: 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 2-24: 2x6 SPF No.2, 4-20,5-21,5-18,7-14,6-18,7-18: 2x4 SPF No.2 OTHERS 2x8 SP 2250F 1.8E LBR SCAB 1-4 2x8 SP 2250F 1.8E one side BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-1 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 5-19, 5-18, 7-14, 7-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=1533/0-3-8, 12=1665/0-3-8 Max Horz 1=-42(LC 6) Max Uplift 1=-93(LC 6), 12=-165(LC 6) Max Grav 1=1660(LC 12), 12=1970(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1599/124, 2-3=-2527/160, 3-4=-3083/172, 4-5=-2728/294, 5-6=-1841/251, 6-7=-1877/241, 7-8=-1453/193, 8-9=-1746/213, 9-10=-1733/172, 10-12=-1911/199 BOT CHORD 1-24=-20/767, 3-23=-56/2057, 3-22=0/2774, 21-22=-2/3124, 18-19=0/1708, 16-18=0/2051, 14-16=0/2054, 13-14=0/1328 WEBS 2-23=-1699/56, 4-21=-2786/125, 4-22=0/2209, 19-21=0/1541, 5-21=-115/997, 5-18=-695/111, 7-16=0/283, 7-14=-993/56, 8-14=-24/761, 9-14=-16/506, 9-13=-546/41, 10-13=0/1441, 6-18=-149/1450, 7-18=-1080/147 NOTES- 1) Attached 11-1-7 scab 1 to 4, front face(s) 2x8 SP 2250F 1.8E with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-4-13 from end at joint 1, nail 2 row(s) at 4" o.c. for 3-8-13; starting at 8-10-13 from end at joint 1, nail 2 row(s) at 7" o.c. for 2-0-0. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 12=165. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss HGR Truss Type SPECIAL Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201974 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:03 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-9aULs4VJV82AW6O?uS92a7FejfgkOcWQbzSjvgzcMBE NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 1600133 Truss IGR Truss Type HIP Qty 1 Ply 2 DRAYTON C Job Reference (optional) I26201975 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:05 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-5yc5HmXZ0mIumPYO0tBWfYL4uTSxsfwj2Hxq_YzcMBC Scale = 1:62.1 1 2 3 4 5 6 7 8 9 10 1112 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 31 32 33 34 35 5x9 3x6 5x9 4x6 4x9 3x6 2x4 4x6 4x9 2x4 2x4 3x8 2x4 4x9 4x6 3x6 2x4 4x9 4x6 4-7-14 4-7-14 8-10-5 4-2-7 13-6-0 4-7-12 18-0-0 4-6-0 22-6-0 4-6-0 27-1-11 4-7-12 31-4-2 4-2-7 36-0-0 4-7-14 -0-11-4 0-11-4 4-7-14 4-7-14 8-10-5 4-2-7 13-6-0 4-7-12 18-0-0 4-6-0 22-6-0 4-6-0 27-1-11 4-7-12 31-4-2 4-2-7 36-0-0 4-7-14 36-11-4 0-11-4 0-6-65-8-60-6-65-8-67.00 12 Plate Offsets (X,Y)-- [4:0-7-0,0-2-4], [9:0-7-0,0-2-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.32 0.49 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.29 0.08 (loc) 17 17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 372 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (5-8-7 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=2266/0-3-8, 11=2308/0-3-8 Max Uplift 2=-452(LC 6), 11=-470(LC 6) Max Grav 2=2471(LC 18), 11=2513(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4186/744, 3-4=-3897/714, 4-5=-4388/800, 5-6=-4388/800, 6-8=-4423/815, 8-9=-4423/814, 9-10=-3976/747, 10-11=-4265/776 BOT CHORD 2-21=-558/3506, 20-21=-558/3506, 18-20=-471/3351, 17-18=-688/4733, 16-17=-688/4733, 14-16=-500/3422, 13-14=-586/3572, 11-13=-586/3572 WEBS 3-21=-17/275, 3-20=-609/108, 4-20=-98/657, 4-18=-242/1575, 5-18=-513/96, 6-18=-535/90, 6-17=-35/312, 6-16=-482/67, 8-16=-513/96, 9-16=-219/1521, 9-14=-132/738, 10-14=-606/107, 10-13=-17/276 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=452, 11=470. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss IGR Truss Type HIP Qty 1 Ply 2 DRAYTON C Job Reference (optional) I26201975 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:05 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-5yc5HmXZ0mIumPYO0tBWfYL4uTSxsfwj2Hxq_YzcMBC NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 115 lb down and 54 lb up at 2-11-1, 91 lb down and 40 lb up at 4-11-1, 91 lb down and 44 lb up at 6-11-1, 91 lb down and 46 lb up at 8-11-1, 91 lb down and 46 lb up at 10-11-1, 91 lb down and 46 lb up at 12-11-1, 91 lb down and 46 lb up at 14-11-1, 91 lb down and 46 lb up at 16-11-1, 91 lb down and 46 lb up at 18-11-1, 91 lb down and 46 lb up at 20-11-1, 91 lb down and 46 lb up at 22-11-1, 91 lb down and 46 lb up at 24-11-1, 182 lb down and 92 lb up at 26-11-1, 91 lb down and 44 lb up at 29-0-15, and 91 lb down and 40 lb up at 31-0-15, and 115 lb down and 54 lb up at 33-0-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-9=-60, 9-12=-60, 2-11=-20 Concentrated Loads (lb) Vert: 21=-91(F) 20=-91(F) 14=-181(F) 13=-91(F) 24=-113(F) 25=-91(F) 26=-91(F) 27=-91(F) 28=-91(F) 29=-91(F) 30=-91(F) 31=-91(F) 32=-91(F) 33=-91(F) 34=-91(F) 35=-113(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 1600133 Truss J Truss Type HIP Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201976 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:06 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-Z9ATU6YCn3QlNZ7aabilBmt5DsiDb6RtHxhNW?zcMBB Scale: 3/16"=1’ 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 3x8 5x10 MT18HS 5x10 MT18HS 3x8 6x8 3x6 3x6 2x4 3x8 3x4 3x8 3x6 2x4 6x8 3x6 6-9-9 6-9-9 13-5-2 6-7-9 22-6-14 9-1-11 29-2-7 6-7-9 36-0-0 6-9-9 -0-11-4 0-11-4 6-9-9 6-9-9 13-5-2 6-7-9 18-0-0 4-6-14 22-6-14 4-6-14 29-2-7 6-7-9 36-0-0 6-9-9 36-11-4 0-11-4 0-6-68-4-60-6-68-4-67.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-7-0,0-1-12], [7:0-7-0,0-1-12], [10:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.99 0.87 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.50 0.16 (loc) 14-15 14-15 10 l/defl >999 >852 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 155 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-15,6-14: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-1-4 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 6-15, 6-14, 9-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1493/0-3-8, 10=1493/0-3-8 Max Uplift 2=-126(LC 6), 10=-126(LC 6) Max Grav 2=1936(LC 18), 10=1936(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3101/179, 3-5=-2286/206, 5-6=-1868/211, 6-7=-1868/211, 7-9=-2286/206, 9-10=-3101/179 BOT CHORD 2-17=-63/2512, 15-17=-63/2512, 14-15=0/1828, 12-14=-63/2512, 10-12=-63/2512 WEBS 3-17=0/274, 3-15=-867/114, 5-15=-3/663, 6-15=-313/94, 6-14=-313/94, 7-14=-3/663, 9-14=-867/114, 9-12=0/274 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=126, 10=126. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss K Truss Type MONO TRUSS Qty 11 Ply 1 DRAYTON C Job Reference (optional) I26201977 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:06 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-Z9ATU6YCn3QlNZ7aabilBmtEasuQbAatHxhNW?zcMBB Scale: 3/8"=1’ 1 2 3 5 4 2x4 3x4 2x4 3x6 3-4-3 3-4-3 -0-11-4 0-11-4 3-4-3 3-4-3 1-2-135-8-616.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.39 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)4=111/Mechanical, 5=199/0-3-8 Max Horz 5=99(LC 4) Max Uplift 4=-52(LC 4), 5=-31(LC 4) Max Grav 4=131(LC 8), 5=199(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 4, 5. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss L Truss Type MONO HIP Qty 2 Ply 1 DRAYTON C Job Reference (optional) I26201978 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:07 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-1LksiSYqYNYc?jhn7ID_kzQSsGEDKeZ0WbQx2RzcMBA Scale = 1:13.9 1 2 3 4 7 6 5 8 9 4x6 2x4 4x12 3x4 3x4 1-8-1 1-8-1 3-4-3 1-8-1 -0-11-4 0-11-4 0-8-11 0-8-11 3-4-3 2-7-8 1-2-132-2-616.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.23 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=110/Mechanical, 7=177/0-3-8 Max Horz 7=77(LC 4) Max Uplift 5=-40(LC 4), 7=-85(LC 4) Max Grav 5=133(LC 16), 7=226(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -0-11-4 to 3-2-7; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 5, 7. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 48 lb up at 0-8-11, and 94 lb down and 51 lb up at 1-4-15 on top chord, and 62 lb down and 102 lb up at 0-8-11, and 14 lb down at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-5(B) 6=-6(B) 8=-5(B) 9=40(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss M Truss Type MONO HIP Qty 2 Ply 1 DRAYTON C Job Reference (optional) I26201979 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:07 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-1LksiSYqYNYc?jhn7ID_kzQTfGDwKe00WbQx2RzcMBA Scale = 1:25.9 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 3x4 4x6 2-5-11 2-5-11 3-4-3 0-10-8 -0-11-4 0-11-4 2-5-11 2-5-11 3-4-3 0-10-8 1-2-134-6-616.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.18 0.07 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=111/Mechanical, 7=199/0-3-8 Max Horz 7=94(LC 4) Max Uplift 5=-49(LC 4), 7=-41(LC 4) Max Grav 5=122(LC 8), 7=199(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 5, 7. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss N Truss Type MONO HIP Qty 2 Ply 1 DRAYTON C Job Reference (optional) I26201980 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:07 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-1LksiSYqYNYc?jhn7ID_kzQTFGEmKe50WbQx2RzcMBA Scale = 1:19.9 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 8x8 3x6 1-7-3 1-7-3 3-4-3 1-9-0 -0-11-4 0-11-4 1-7-3 1-7-3 3-4-3 1-9-0 1-2-133-4-616.00 12 Plate Offsets (X,Y)-- [3:0-2-13,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.14 0.02 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=111/Mechanical, 7=199/0-3-8 Max Horz 7=85(LC 4) Max Uplift 5=-44(LC 4), 7=-55(LC 4) Max Grav 5=115(LC 8), 7=199(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 5, 7. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss O Truss Type JACK Qty 4 Ply 1 DRAYTON C Job Reference (optional) I26201981 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:08 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-WXHEvoZSJhgTdtGzh0lDHBzd8gZT355AkFAUbtzcMB9 Scale = 1:13.9 1 2 5 3 4 3x4 2x8 2-10-5 2-10-5 -0-11-4 0-11-4 2-10-5 2-10-5 0-6-62-2-61-8-52-2-67.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-15], [2:0-2-5,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.19 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)3=63/Mechanical, 2=182/0-3-8, 4=26/Mechanical Max Horz 2=76(LC 6) Max Uplift 3=-39(LC 6), 2=-39(LC 6) Max Grav 3=94(LC 12), 2=183(LC 8), 4=53(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 3, 2. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss PGR Truss Type JACK Qty 2 Ply 1 DRAYTON C Job Reference (optional) I26201982 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:08 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-WXHEvoZSJhgTdtGzh0lDHBzbTgYH34aAkFAUbtzcMB9 Scale = 1:13.4 1 2 3 5 4 6 5x6 2x4 2x4 2x4 2-1-15 2-1-15 3-0-12 0-10-14 -1-0-4 1-0-4 3-0-12 3-0-12 0-5-102-1-56.41 12 Plate Offsets (X,Y)-- [3:0-2-10,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.36 0.13 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)4=-96/Mechanical, 5=391/1-0-3 Max Horz 5=23(LC 6) Max Uplift 4=-150(LC 8), 5=-214(LC 6) Max Grav 4=87(LC 6), 5=391(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-175/336 BOT CHORD 2-5=-263/194 WEBS 3-5=-414/228 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.6 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 4=150, 5=214. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss Q Truss Type COMMON Qty 4 Ply 1 DRAYTON C Job Reference (optional) I26201983 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:09 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-_jrc68a44_oKE1r9FjGSpOVgk4jQoUsJzvv27JzcMB8 Scale = 1:67.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 183x6 5x6 3x6 6x8 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 6x8 3x6 9-1-0 9-1-0 18-0-0 8-11-0 26-11-0 8-11-0 36-0-0 9-1-0 -0-11-4 0-11-4 6-1-6 6-1-6 12-0-11 5-11-5 18-0-0 5-11-5 23-11-5 5-11-5 29-10-10 5-11-5 36-0-0 6-1-6 36-11-4 0-11-4 0-6-611-0-60-6-67.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [10:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.65 0.84 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.50 0.13 (loc) 10-12 10-12 10 l/defl >999 >857 n/a L/d 240 180 n/a PLATES MT20 Weight: 153 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-14,7-14,5-14: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1493/0-3-8, 10=1493/0-3-8 Max Uplift 2=-115(LC 6), 10=-115(LC 6) Max Grav 2=1606(LC 12), 10=1606(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2533/174, 3-5=-2346/191, 5-6=-1694/214, 6-7=-1694/214, 7-9=-2346/191, 9-10=-2533/174 BOT CHORD 2-16=-64/2074, 14-16=0/1681, 12-14=0/1681, 10-12=-64/2074 WEBS 6-14=-110/1255, 7-14=-702/138, 7-12=0/490, 9-12=-326/134, 5-14=-702/138, 5-16=0/490, 3-16=-326/134 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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=115, 10=115. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss R Truss Type SPECIAL Qty 5 Ply 1 DRAYTON C Job Reference (optional) I26201984 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:10 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-SwP_KTbirIwAsBQLpQnhMc2rMU47XnDSCZfbfmzcMB7 Scale = 1:71.4 1 22 2 3 23 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 1514 13 24 25 10x10 5x6 3x6 4x9 8x16 8x8 6x6 4x9 10x12 3x6 5x9 3x4 3x4 2x4 6x8 2x4 2-3-8 2-3-8 3-3-8 1-0-0 13-1-8 9-10-0 14-1-8 1-0-0 21-4-5 7-2-13 28-7-2 7-2-13 36-0-0 7-4-14 -0-11-4 0-11-4 2-3-8 2-3-8 8-2-8 5-11-0 14-1-8 5-11-0 18-0-0 3-10-8 23-11-5 5-11-5 29-10-10 5-11-5 36-0-0 6-1-6 36-11-4 0-11-4 0-6-611-0-60-6-61-6-07.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-6-12], [11:Edge,0-3-2], [21:0-5-13,0-3-7] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.66 0.81 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.62 0.44 (loc) 18-19 18-19 11 l/defl >999 >683 n/a L/d 240 180 n/a PLATES MT20 Weight: 218 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x8 SP 2250F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-16,7-17,7-15,8-13: 2x4 SPF No.2 OTHERS 2x8 SP 2250F 1.8E LBR SCAB 1-4 2x8 SP 2250F 1.8E one side WEDGE Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=1416/0-3-8, 11=1483/0-3-8 Max Horz 1=-14(LC 6) Max Uplift 1=-80(LC 6), 11=-115(LC 6) Max Grav 1=1554(LC 12), 11=1594(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1283/91, 2-3=-1896/124, 3-5=-3134/172, 5-6=-2435/193, 6-7=-2042/284, 7-8=-1939/250, 8-10=-2452/225, 10-11=-2546/162 BOT CHORD 1-21=-15/443, 3-20=-47/1384, 3-19=-46/2867, 18-19=-38/2877, 17-18=0/2148, 13-15=0/1664, 11-13=-54/2068 WEBS 2-20=-1171/50, 6-17=-2172/107, 5-18=-1166/111, 6-18=0/2076, 15-17=0/1107, 7-17=-121/977, 7-15=-74/745, 8-15=-663/170, 8-13=-49/549, 10-13=-320/136 NOTES- 1) Attached 7-7-2 scab 1 to 4, front face(s) 2x8 SP 2250F 1.8E with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-4-5 from end at joint 1, nail 2 row(s) at 4" o.c. for 3-9-5; starting at 5-6-1 from end at joint 1, nail 2 row(s) at 2" o.c. for 2-0-0. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 11=115. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss S Truss Type SPECIAL Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201985 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:11 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-w6zMXpcKcc21UK?YM8IwupbyNtPjGDEcQDO8BCzcMB6 Scale = 1:72.2 1 22 23 23 4 5 6 7 8 9 10 11 21 20 19 18 17 16 1514 13 12 24 25 26 10x10 5x6 3x6 4x9 8x16 8x8 6x6 4x9 10x12 3x6 5x9 3x4 6x8 2x4 2x4 6x10 4x9 2-3-8 2-3-8 3-3-8 1-0-0 13-1-8 9-10-0 14-1-8 1-0-0 21-4-5 7-2-13 28-7-2 7-2-13 36-0-0 7-4-14 -0-11-4 0-11-4 2-3-8 2-3-8 8-2-8 5-11-0 14-1-8 5-11-0 18-0-0 3-10-8 23-11-5 5-11-5 29-10-10 5-11-5 36-0-0 6-1-6 36-11-4 0-11-4 0-6-64-7-011-0-64-7-01-6-07.00 12 12.00 12 Plate Offsets (X,Y)-- [1:0-9-0,0-0-1], [3:0-2-0,0-2-12], [21:0-5-13,0-3-7] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.90 0.85 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.70 0.45 (loc) 18-19 18-19 12 l/defl >999 >613 n/a L/d 240 180 n/a PLATES MT20 Weight: 230 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x8 SP 2250F 1.8E, 10-11: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-16,7-17,7-15,8-13,11-13: 2x4 SPF No.2 OTHERS 2x8 SP 2250F 1.8E LBR SCAB 1-4 2x8 SP 2250F 1.8E one side BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=1428/0-3-8, 12=1428/0-3-8 Max Horz 1=123(LC 6) Max Uplift 1=-75(LC 6), 12=-103(LC 6) Max Grav 1=1556(LC 11), 12=1537(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1237/4, 2-3=-2115/107, 3-5=-3223/216, 5-6=-2481/220, 6-7=-2062/283, 7-8=-2121/235, 8-10=-2646/203, 10-11=-2135/117 BOT CHORD 1-21=-54/552, 3-20=-170/1729, 3-19=-240/3056, 18-19=-232/3066, 17-18=-115/2270, 13-15=-102/1893 WEBS 2-20=-1476/159, 6-17=-2284/233, 5-18=-1260/151, 6-18=-119/2206, 15-17=-30/1226, 7-17=-136/1014, 7-15=-50/911, 8-15=-826/158, 8-13=-37/705, 10-13=-1636/201, 11-12=-1482/134, 11-13=-139/2540 NOTES- 1) Attached 7-7-2 scab 1 to 4, front face(s) 2x8 SP 2250F 1.8E with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-1-5 from end at joint 1, nail 2 row(s) at 3" o.c. for 4-0-5; starting at 5-6-1 from end at joint 1, nail 2 row(s) at 2" o.c. for 2-0-0. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 12=103. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss S Truss Type SPECIAL Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201985 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:11 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-w6zMXpcKcc21UK?YM8IwupbyNtPjGDEcQDO8BCzcMB6 NOTES- 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 1600133 Truss TGR Truss Type MONO TRUSS Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201986 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:11 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-w6zMXpcKcc21UK?YM8Iwupb0YtcUGRUcQDO8BCzcMB6 Scale = 1:42.8 1 2 3 5 4 6 3x6 3x6 5x6 5x6 5-1-7 5-1-7 -4-10-0 4-10-0 5-1-7 5-1-7 4-7-07-3-136.41 12 Plate Offsets (X,Y)-- [2:0-2-10,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.69 0.03 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x8 SP 2250F 1.8E BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=646/0-3-8, 4=39/0-3-8 Max Horz 5=135(LC 6) Max Uplift 5=-218(LC 6), 4=-160(LC 8) Max Grav 5=742(LC 8), 4=125(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-694/247 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.6 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 5=218, 4=160. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb down and 109 lb up at 0-1-9 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 4-5=-20, 1-2=-60, 2-3=-60 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss UGR Truss Type HIP Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201987 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:12 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-OIXll9cyNvAu5Uakwrp9R17DIHxU?nulft8ikezcMB5 Scale = 1:35.0 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 4x9 4x9 3x10 3x10 3x4 3x8 2x4 3x4 3x8 3x8 1-10-8 1-10-8 6-6-0 4-7-8 11-1-8 4-7-8 13-0-0 1-10-8 -1-11-4 1-11-4 1-10-8 1-10-8 6-6-0 4-7-8 11-1-8 4-7-8 13-0-0 1-10-8 14-6-12 1-6-12 3-11-25-9-103-11-25-9-1012.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-1-8], [3:0-7-4,0-1-12], [5:0-7-4,0-1-12], [6:0-3-7,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.57 0.11 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 0.03 -0.00 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)12=733/0-3-8, 8=518/0-3-8 Max Horz 12=17(LC 4) Max Uplift 12=-929(LC 4), 8=-959(LC 4) Max Grav 12=831(LC 14), 8=695(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-355/621, 3-4=-520/769, 4-5=-520/769, 5-6=-362/604, 2-12=-717/1018, 6-8=-700/1005 BOT CHORD 10-11=-300/282, 9-10=-299/282 WEBS 3-11=-321/220, 3-10=-538/382, 4-10=-320/393, 5-10=-538/380, 5-9=-295/230, 2-11=-555/522, 6-9=-566/495 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -1-11-4 to 14-6-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=929, 8=959. 7) "Semi-rigid pitchbreaks including 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) 107 lb down and 150 lb up at 1-10-8, 110 lb down and 144 lb up at 3-11-4, 110 lb down and 144 lb up at 5-11-4, 110 lb down and 144 lb up at 7-0-12, and 110 lb down and 144 lb up at 9-0-12, and 107 lb down and 151 lb up at 11-1-8 on top chord, and 231 lb down at 0-1-12, 67 lb down and 223 lb up at 1-10-8, 61 lb down and 171 lb up at 3-11-4, 61 lb down and 171 lb up at 5-11-4, 61 lb down and 171 lb up at 7-0-12, and 61 lb down and 171 lb up at 9-0-12, and 67 lb down and 223 lb up at 11-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) StandardContinued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss UGR Truss Type HIP Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201987 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:12 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-OIXll9cyNvAu5Uakwrp9R17DIHxU?nulft8ikezcMB5 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-12=-20 Concentrated Loads (lb) Vert: 3=24(F) 5=24(F) 12=-186(B) 11=6(F) 9=6(F) 13=24(F) 14=24(F) 15=24(F) 16=24(F) 17=6(F) 18=6(F) 19=6(F) 20=6(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 1600133 Truss V Truss Type MONO TRUSS Qty 6 Ply 1 DRAYTON C Job Reference (optional) I26201988 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:12 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-OIXll9cyNvAu5Uakwrp9R17EtHyu?u7lft8ikezcMB5 Scale = 1:32.7 1 2 3 5 4 2x4 2x4 3x6 3x4 1-10-8 1-10-8 -1-11-4 1-11-4 1-10-8 1-10-8 3-11-25-9-1012.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.46 0.02 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=271/0-3-8, 4=-19/0-3-8 Max Horz 5=105(LC 4) Max Uplift 4=-139(LC 4) Max Grav 5=377(LC 6), 4=20(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-361/0 WEBS 2-4=0/330 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=139. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss V1 Truss Type VALLEY Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201989 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:13 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-sV57yVdb8DIlje9wUZKOzEgNfhFlkKAvuXtFG5zcMB4 Scale = 1:50.3 1 2 3 5 42x4 2x4 2x4 2x4 2x4 6-6-1 6-6-1 8-8-116.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.59 0.17 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=38/6-6-1, 4=125/6-6-1, 5=322/6-6-1 Max Horz 1=54(LC 4) Max Uplift 1=-94(LC 5), 5=-315(LC 4) Max Grav 1=197(LC 4), 4=125(LC 1), 5=515(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-256/188 WEBS 2-5=-434/363 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 5=315. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss V2 Truss Type VALLEY Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201990 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:13 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-sV57yVdb8DIlje9wUZKOzEgL7hFkkK6vuXtFG5zcMB4 Scale = 1:44.1 1 2 3 5 42x4 2x4 2x4 2x4 2x4 5-7-9 5-7-9 7-6-116.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.75 0.17 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=-32/5-7-9, 4=125/5-7-9, 5=322/5-7-9 Max Horz 1=49(LC 4) Max Uplift 1=-177(LC 5), 5=-324(LC 4) Max Grav 1=237(LC 4), 4=125(LC 1), 5=519(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-286/215 WEBS 2-5=-438/373 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=177, 5=324. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss V3 Truss Type VALLEY Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201991 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:13 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-sV57yVdb8DIlje9wUZKOzEgIqhCDkMKvuXtFG5zcMB4 Scale = 1:34.8 1 2 32x4 2x4 2x4 4-9-1 4-9-1 6-4-116.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.90 0.34 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=173/4-9-1, 3=173/4-9-1 Max Horz 1=42(LC 4) Max Uplift 1=-3(LC 4), 3=-59(LC 4) Max Grav 1=197(LC 7), 3=197(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss V4 Truss Type VALLEY Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201992 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:14 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-KhfVAreDvXQcLok72GrdWSDZ15aUTpa27BdooXzcMB3 Scale = 1:29.1 1 2 32x4 2x4 2x4 3-10-9 3-10-9 5-2-116.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.55 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=138/3-10-9, 3=138/3-10-9 Max Horz 1=33(LC 4) Max Uplift 1=-2(LC 4), 3=-47(LC 4) Max Grav 1=157(LC 7), 3=157(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss V5 Truss Type VALLEY Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201993 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:14 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-KhfVAreDvXQcLok72GrdWSDd45c?Tpa27BdooXzcMB3 Scale = 1:23.2 1 2 32x4 2x4 2x4 3-0-1 3-0-1 4-0-116.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.29 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=103/3-0-1, 3=103/3-0-1 Max Horz 1=25(LC 4) Max Uplift 1=-2(LC 4), 3=-35(LC 4) Max Grav 1=117(LC 7), 3=117(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss V6 Truss Type VALLEY Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201994 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:15 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-otCtNBfrgqYTyyJJb_Ns3flrXVzECGpCLqMMKzzcMB2 Scale = 1:17.3 1 2 3 2x4 2x4 2x4 2-1-9 2-1-9 2-10-116.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.12 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=68/2-1-9, 3=68/2-1-9 Max Horz 1=16(LC 4) Max Uplift 1=-1(LC 4), 3=-23(LC 4) Max Grav 1=77(LC 7), 3=77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss WGR Truss Type JACK Qty 2 Ply 1 DRAYTON C Job Reference (optional) I26201995 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:15 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-otCtNBfrgqYTyyJJb_Ns3flgnVyYCFMCLqMMKzzcMB2 Scale: 3/8"=1’ 1 2 3 5 4 2x4 3x6 2x4 3x4 2-6-5 2-6-5 -2-8-14 2-8-14 2-6-5 2-6-5 3-11-25-8-98.49 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.81 0.09 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=374/0-4-15, 4=-22/Mechanical Max Horz 5=103(LC 4) Max Uplift 5=-57(LC 4), 4=-142(LC 6) Max Grav 5=520(LC 6), 4=30(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-497/70 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 15.5 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 5 except (jt=lb) 4=142. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss XGR Truss Type SPECIAL Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201996 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:16 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-H4mFaXfTR8hKa6uV9hu5btIxuuE_xXLLaU6vtPzcMB1 Scale = 1:46.6 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 4x9 4x12 4x6 2x4 4x6 3x4 3x8 2x4 2x4 3x4 4x9 4x6 2x4 3x6 3x8 2-0-0 2-0-0 5-2-9 3-2-9 8-5-2 3-2-9 13-0-0 4-6-14 18-0-0 5-0-0 22-0-0 4-0-0 -1-3-12 1-3-12 2-0-0 2-0-0 5-2-9 3-2-9 8-5-2 3-2-9 13-0-0 4-6-14 18-0-0 5-0-0 22-0-0 4-0-0 23-6-12 1-6-12 1-4-43-4-47-11-23-11-27-11-212.00 12 Plate Offsets (X,Y)-- [3:0-7-4,0-1-12], [6:0-7-4,0-1-12], [7:0-4-4,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.40 0.33 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.12 0.02 (loc) 14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-9 max.): 3-5, 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)17=942/0-3-8, 10=967/0-3-8 Max Horz 17=-6(LC 5) Max Uplift 17=-292(LC 4), 10=-158(LC 4) Max Grav 17=1079(LC 11), 10=1003(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-920/261, 3-4=-1328/335, 4-5=-1328/335, 5-6=-1040/238, 6-7=-470/176, 7-8=-684/202, 2-17=-1062/305, 8-10=-971/183 BOT CHORD 15-16=-45/599, 14-15=-250/1706, 12-14=-249/1702, 11-12=0/629 WEBS 3-15=-191/951, 5-15=-551/86, 5-12=-1283/363, 6-12=-137/787, 6-11=-493/86, 2-16=-113/667, 8-11=0/507 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=292, 10=158. 7) "Semi-rigid pitchbreaks including 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) 172 lb down and 58 lb up at 2-0-0, 79 lb down and 51 lb up at 4-0-12, and 79 lb down and 51 lb up at 6-0-12, and 79 lb down and 56 lb up at 8-0-12 on top chord, and 38 lb down and 71 lb up at 2-0-0, 20 lb down and 27 lb up at 4-0-12, 20 lb down and 27 lb up at 6-0-12, and 20 lb down and 27 lb up at 8-0-12, and 20 lb down and 27 lb up at 8-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss XGR Truss Type SPECIAL Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201996 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:16 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-H4mFaXfTR8hKa6uV9hu5btIxuuE_xXLLaU6vtPzcMB1 NOTES- 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 8-9=-60, 10-17=-20 Concentrated Loads (lb) Vert: 16=4(F) 14=4(F) 21=4(F) 22=4(F) 23=4(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 1600133 Truss Y Truss Type SPECIAL Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201997 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:16 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-H4mFaXfTR8hKa6uV9hu5btIsTuEdxWxLaU6vtPzcMB1 Scale = 1:63.3 1 2 3 4 5 6 7 13 12 11 10 9 8 4x9 4x6 6x10 2x4 3x4 3x4 3x4 3x8 2x4 5x9 3x10 4-3-7 4-3-7 10-8-9 6-5-2 15-3-4 4-6-11 15-8-12 0-5-8 22-0-0 6-3-4 -1-3-12 1-3-12 4-3-7 4-3-7 10-8-9 6-5-2 15-3-4 4-6-11 15-8-12 0-5-8 22-0-0 6-3-4 23-6-12 1-6-12 1-4-45-7-1110-2-63-11-25-7-1112.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-1-8], [3:0-7-4,0-1-12], [6:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.75 0.35 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.02 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-8 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)13=955/0-3-8, 8=972/0-3-8 Max Horz 13=-6(LC 5) Max Uplift 13=-113(LC 4), 8=-101(LC 4) Max Grav 13=955(LC 1), 8=993(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-918/111, 3-4=-975/151, 4-5=-737/177, 5-6=-761/166, 2-13=-921/132, 6-8=-932/136 BOT CHORD 10-12=0/565, 9-10=0/911 WEBS 3-10=-42/449, 4-9=-825/158, 5-9=-119/536, 2-12=0/558, 6-9=0/423 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=113, 8=101. 7) "Semi-rigid pitchbreaks including 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) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 Job 1600133 Truss Z Truss Type SPECIAL Qty 1 Ply 1 DRAYTON C Job Reference (optional) I26201998 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Mar 10 10:05:17 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:b9jdE6f?p1_vhaOfIXuxTkzhGlE-lGKeotg5CSpBCFSijOPK84r1LIWtg4HUp8rTPszcMB0 Scale = 1:61.9 1 2 3 4 5 6 7 12 11 10 9 8 8x8 4x6 4x9 3x4 3x4 4x6 4x9 6x6 3x6 3x8 6-3-7 6-3-7 12-8-9 6-5-2 22-0-0 9-3-7 -1-3-12 1-3-12 6-3-7 6-3-7 12-8-9 6-5-2 15-6-0 2-9-7 22-0-0 6-6-0 23-6-12 1-6-12 1-4-47-7-1110-5-23-11-27-7-1112.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.74 0.61 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.54 0.02 (loc) 8-9 8-9 8 l/defl >999 >482 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-9,5-9,5-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-2 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)12=955/0-3-8, 8=972/0-3-8 Max Horz 12=-6(LC 5) Max Uplift 12=-111(LC 4), 8=-103(LC 4) Max Grav 12=961(LC 8), 8=987(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-927/126, 3-4=-729/150, 4-5=-1116/274, 5-6=-317/341, 2-12=-899/147, 6-8=-428/336 BOT CHORD 9-11=0/538, 8-9=0/381 WEBS 4-9=-999/253, 5-9=-154/1093, 2-11=0/395, 5-8=-625/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=111, 8=103. 7) "Semi-rigid pitchbreaks including 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) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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. March 10,2016 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 87654321BOTTOM 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 MiTekﬁ 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 87654321BOTTOM 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 SystemGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions 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.