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HomeMy WebLinkAboutM003.0Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. Pages or sheets covered by this seal: I35528880 thru I35528923 My license renewal date for the state of Indiana is July 31, 2020. 1803094R Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: TG54 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. December 10,2018 Liu, Xuegang Job 1803094R Truss AGR1 Truss Type Roof Special Girder Qty 1 Ply 1 TG54 Job Reference (optional) I35528880 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:07 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-nYTyIm1DeduQe8fEYBrMnaAiCujLsk1iyLjYBOyANJU Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 14 13 12 11 1021 22 4x8 5x6 4x4 4x8 4x6 2x4 5x9 5x6 4x8 3x6 2x4 4x8 HJC26 JL24 JL24 2-5-5 2-5-5 6-9-5 4-4-0 13-0-0 6-2-11 17-2-4 4-2-4 21-8-0 4-5-12 -1-0-0 1-0-0 2-5-5 2-5-5 6-9-5 4-4-0 9-10-10 3-1-6 13-0-0 3-1-6 17-2-4 4-2-4 21-8-0 4-5-12 22-8-0 1-0-0 0-9-02-4-86-6-50-9-02-4-88.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-1], [2:0-0-11,0-4-9], [2:0-0-6,0-0-8], [3:0-5-12,0-2-0], [8:0-0-6,0-0-8], [8:0-0-11,0-4-9], [8:Edge,0-1-1] 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 1-4-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.34 0.54 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.17 0.02 (loc) 13 13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins, except 2-0-0 oc purlins (4-0-3 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=991/0-3-8, 8=698/0-3-8 Max Horz 2=83(LC 7) Max Uplift 2=-135(LC 8), 8=-32(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1415/199, 3-4=-1877/174, 4-5=-2388/252, 5-6=-781/75, 6-7=-792/81, 7-8=-906/47 BOT CHORD 2-14=-185/1139, 13-14=-190/1163, 11-13=-78/993, 10-11=-7/715, 8-10=-7/715 WEBS 3-14=-84/331, 3-13=0/791, 4-13=-1429/177, 5-13=-191/1576, 5-11=-614/122, 6-11=-56/689 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; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 8. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 2-8-6 from the left end to connect truss(es) to back face of bottom chord. 10) Use USP JL24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent spaced at 0-6-8 oc max. starting at 3-8-12 from the left end to 4-3-4 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss AGR1 Truss Type Roof Special Girder Qty 1 Ply 1 TG54 Job Reference (optional) I35528880 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:07 2018 Page 2 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-nYTyIm1DeduQe8fEYBrMnaAiCujLsk1iyLjYBOyANJU LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-40, 3-4=-40, 4-6=-40, 6-9=-40, 15-18=-13 Concentrated Loads (lb) Vert: 14=-108(B) 21=-41(B) 22=-304(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1803094R Truss AGR2 Truss Type Roof Special Girder Qty 1 Ply 1 TG54 Job Reference (optional) I35528881 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:09 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-jwaijS3TAE88tSpcfctqs?F?mhLDKe2?QfCfGHyANJS Scale = 1:39.2 1 2 3 4 5 6 7 8 13 12 11 10 920 21 22 23 24 25 4x8 4x8 4x4 4x8 5x6 2x4 5x9 1.5x4 2x4 4x6 4x8 HJC26 JL24 JL24 JL24 JL24 JL24 JL24 JL24 2-5-5 2-5-5 7-11-13 5-6-8 13-6-5 5-6-8 16-4-8 2-10-3 21-8-0 5-3-8 -1-0-0 1-0-0 2-5-5 2-5-5 7-11-13 5-6-8 13-6-5 5-6-8 16-4-8 2-10-3 21-8-0 5-3-8 22-8-0 1-0-0 0-9-02-4-84-3-50-9-02-4-88.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-1], [2:0-0-11,0-4-9], [2:0-0-6,0-0-8], [3:0-6-4,0-2-0], [5:0-5-4,0-2-0], [7:0-0-6,0-0-8], [7:0-0-11,0-4-9], [7:Edge,0-1-1] 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 1-4-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.53 0.77 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.26 0.03 (loc) 10-12 10-12 7 l/defl >999 >995 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except 2-0-0 oc purlins (3-3-14 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=982/0-3-8, 7=824/0-3-8 Max Horz 2=54(LC 24) Max Uplift 2=-219(LC 8), 7=-84(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1366/327, 3-4=-2525/538, 4-5=-2525/538, 5-6=-1063/161, 6-7=-1099/168 BOT CHORD 2-13=-270/1105, 12-13=-274/1113, 10-12=-393/2379, 9-10=-392/2358, 7-9=-101/863 WEBS 3-12=-272/1501, 5-12=-187/261, 5-10=-26/288, 5-9=-1828/355, 6-9=-150/1004 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; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 7. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 2-8-6 from the left end to connect truss(es) to front face of bottom chord. 10) Use USP JL24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent spaced at 1-4-0 oc max. starting at 4-0-12 from the left end to 11-0-4 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-40, 3-5=-40, 5-6=-40, 6-8=-40, 14-17=-13 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss AGR2 Truss Type Roof Special Girder Qty 1 Ply 1 TG54 Job Reference (optional) I35528881 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:09 2018 Page 2 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-jwaijS3TAE88tSpcfctqs?F?mhLDKe2?QfCfGHyANJS LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-108(F) 12=-41(F) 20=-41(F) 21=-41(F) 22=-41(F) 23=-41(F) 24=-54(F) 25=-204(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1803094R Truss AH01 Truss Type HIP Qty 1 Ply 1 TG54 Job Reference (optional) I35528882 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:10 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-B784wo35xYG?VcOpDJO3PDo805o13Eh8fJxCojyANJR Scale = 1:38.6 1 2 3 4 5 6 7 12 11 10 9 8 4x4 4x4 4x8 3x4 3x4 3x4 3x4 4x8 6-5-5 6-5-5 15-2-11 8-9-7 21-8-0 6-5-5 -1-0-0 1-0-0 6-5-5 6-5-5 10-10-0 4-4-11 15-2-11 4-4-11 21-8-0 6-5-5 22-8-0 1-0-0 0-9-05-0-80-9-05-0-88.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [6:0-1-3,0-1-12], [8:Edge,0-3-8], [8:0-0-0,0-1-12], [12:0-0-0,0-1-12] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.68 0.35 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.21 0.02 (loc) 9-11 9-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 12=616/0-3-8, 8=616/0-3-8 Max Horz 12=-64(LC 8) Max Uplift 12=-4(LC 10), 8=-4(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-745/65, 3-4=-551/81, 4-5=-551/81, 5-6=-745/65, 2-12=-570/88, 6-8=-570/88 BOT CHORD 11-12=-7/546, 9-11=-13/637, 8-9=0/546 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; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12 and 8. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss AH02 Truss Type HIP Qty 1 Ply 1 TG54 Job Reference (optional) I35528883 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:11 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-fJiT774jisOs6mz?n1vIyQKNiV8zogtItzhmK9yANJQ Scale = 1:38.6 1 2 3 4 5 6 7 12 11 10 9 8 13 14 4x4 4x4 4x8 3x4 3x4 3x4 3x4 4x8 7-3-13 7-3-13 14-4-3 7-0-6 21-8-0 7-3-13 -1-0-0 1-0-0 5-1-5 5-1-5 10-10-0 5-8-11 16-6-11 5-8-11 21-8-0 5-1-5 22-8-0 1-0-0 0-9-04-1-140-9-04-1-148.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-2-12], [6:0-1-13,0-2-12], [8:Edge,0-5-8], [8:0-0-0,0-2-12], [12:0-0-0,0-2-12] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.43 0.30 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.13 0.02 (loc) 9-11 9-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-12,6-8: 2x6 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 10-0-0 oc bracing. REACTIONS.(lb/size) 12=615/0-3-8, 8=615/0-3-8 Max Horz 12=-53(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-734/70, 3-4=-670/65, 4-5=-670/65, 5-6=-734/70, 2-12=-558/89, 6-8=-558/89 BOT CHORD 11-12=-30/542, 9-11=-39/795, 8-9=0/542 WEBS 3-11=0/272, 5-9=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; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 9-4-3, Interior(1) 9-4-3 to 12-3-13, Exterior(2) 12-3-13 to 22-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss AM01 Truss Type MONOPITCH Qty 7 Ply 1 TG54 Job Reference (optional) I35528884 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:12 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-7VGrLT5LT9WjkwYBKkQXUetb6vYcX83R6dQJtcyANJP Scale = 1:17.8 1 2 3 5 4 6 7 4x6 1.5x4 1.5x4 2x4 3x4 2-2-12 2-2-12 -1-1-12 1-1-12 2-2-12 2-2-12 1-5-72-11-40-7-42-11-48.00 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MR 0.20 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=191/Mechanical, 7=27/Mechanical Max Horz 5=37(LC 10) Max Uplift 7=-33(LC 16) Max Grav 5=232(LC 16), 7=27(LC 18) 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; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss AM02 Truss Type MONOPITCH Qty 14 Ply 1 TG54 Job Reference (optional) I35528885 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:13 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-biqDYp6zETeaM37NuRym1rQhrIpCGb6bLHAsP2yANJO Scale = 1:15.8 1 2 3 4 8 9 1.5x4 1.5x4 3x4 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-4-82-4-84.00 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.52 0.38 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.12 0.01 (loc) 4-7 4-7 2 l/defl >886 >564 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=228/Mechanical, 2=307/0-3-8 Max Horz 2=48(LC 8) Max Uplift 4=-18(LC 12), 2=-26(LC 8) Max Grav 4=260(LC 19), 2=321(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-10-4, Exterior(2) 2-10-4 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss AM03 Truss Type MONOPITCH Qty 12 Ply 1 TG54 Job Reference (optional) I35528886 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:13 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-biqDYp6zETeaM37NuRym1rQiOIpaGb6bLHAsP2yANJO Scale = 1:15.5 1 2 3 4 8 9 1.5x4 1.5x4 3x4 5-10-0 5-10-0 -1-0-0 1-0-0 5-10-0 5-10-0 0-4-82-3-134.00 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.48 0.36 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.11 0.01 (loc) 4-7 4-7 2 l/defl >969 >616 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=222/Mechanical, 2=300/0-3-8 Max Horz 2=47(LC 8) Max Uplift 4=-44(LC 8), 2=-53(LC 8) Max Grav 4=252(LC 19), 2=314(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-8-4, Exterior(2) 2-8-4 to 5-8-4 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss AM04 Truss Type Jack-Closed Qty 1 Ply 1 TG54 Job Reference (optional) I35528887 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:14 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-4uObm97c?nmRzDiaS9T?Z3yx0iCr?2ukZxvQxUyANJN Scale = 1:25.9 1 2 3 5 4 6x6 1.5x4 4x4 5-2-0 5-2-0 -1-0-0 1-0-0 5-2-0 5-2-0 0-9-04-2-58.00 12 Plate Offsets (X,Y)-- [5:0-1-12,0-0-0], [5:0-3-0,0-5-8] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.24 0.16 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=181/0-3-8, 4=125/Mechanical Max Horz 5=79(LC 10) Max Uplift 4=-38(LC 10) Max Grav 5=181(LC 1), 4=130(LC 18) 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; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss AM05 Truss Type Common Qty 1 Ply 1 TG54 Job Reference (optional) I35528888 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:15 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-Y4yzzV7Em4uIbNGm0s_E6GV5L6ZskTqtobfzTxyANJM Scale = 1:40.8 1 2 3 4 5 8 7 6 9 10 3x6 3x4 1.5x4 3x4 4x6 1.5x4 4-5-12 4-5-12 9-5-0 4-11-4 -1-0-0 1-0-0 4-5-12 4-5-12 8-8-0 4-2-4 9-5-0 0-9-0 0-9-06-6-56-0-58.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [8:0-0-0,0-1-12] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.20 0.11 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=292/0-3-8, 6=240/Mechanical Max Horz 8=123(LC 10) Max Uplift 6=-53(LC 10) Max Grav 8=292(LC 1), 6=242(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-267/0, 3-4=-265/54, 2-8=-259/25 WEBS 4-7=-88/292 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; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-8-0, Exterior(2) 5-8-0 to 9-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss AT01 Truss Type ROOF SPECIAL Qty 1 Ply 1 TG54 Job Reference (optional) I35528889 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:16 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-0HWMBr8sXO09DXryZaVTfU2CkWs0Twc11FOX0NyANJL Scale = 1:41.6 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 4x4 4x8 3x4 4x8 4x8 3x4 3x4 3x4 5x9 6-5-5 6-5-5 13-11-3 7-5-15 21-8-0 7-8-13 -1-0-0 1-0-0 6-5-5 6-5-5 10-9-5 4-4-0 12-0-13 1-3-8 13-11-3 1-10-7 21-8-0 7-8-13 22-8-0 1-0-0 0-9-05-0-85-10-140-9-05-10-148.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-2-12], [5:0-2-0,0-2-3], [6:0-5-12,0-2-0], [9:0-5-13,0-2-8], [13:0-0-0,0-2-12] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.31 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.02 (loc) 9-10 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-13,7-9: 2x6 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, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 13=615/0-3-8, 9=615/0-3-8 Max Horz 13=-76(LC 8) Max Uplift 13=-31(LC 10), 9=-11(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-726/55, 3-4=-535/70, 6-7=-707/58, 2-13=-563/82, 7-9=-565/86 BOT CHORD 12-13=-12/529, 10-12=0/622, 9-10=0/505 WEBS 6-10=0/311, 4-6=-518/93 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; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-5-5, Exterior(2) 3-5-5 to 9-5-5, Interior(1) 9-5-5 to 10-9-5, Exterior(2) 10-9-5 to 16-11-3, Interior(1) 16-11-3 to 19-8-0, Exterior(2) 19-8-0 to 22-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 9. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss AT02 Truss Type ROOF SPECIAL Qty 1 Ply 1 TG54 Job Reference (optional) I35528890 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:18 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-yfd6bXA63?HtSr?Lh?Xxkv7XSJWuxicKUZtd4FyANJJ Scale = 1:45.3 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 4x4 4x4 4x4 4x8 3x4 3x4 4x8 1.5x4 4x8 8-1-5 8-1-5 14-8-14 6-7-10 21-8-0 6-11-2 -1-0-0 1-0-0 3-9-5 3-9-5 8-1-5 4-4-0 13-0-0 4-10-11 17-2-4 4-2-4 21-8-0 4-5-12 22-8-0 1-0-0 0-9-03-3-36-6-50-9-03-3-38.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-2-12], [7:0-1-13,0-2-12], [9:Edge,0-5-8], [9:0-0-0,0-2-12], [13:0-0-0,0-2-12] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.53 0.35 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.02 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-13,7-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-14 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. REACTIONS.(lb/size) 13=615/0-3-8, 9=615/0-3-8 Max Horz 13=-83(LC 8) Max Uplift 13=-33(LC 10), 9=-14(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-730/62, 3-4=-948/54, 4-5=-520/60, 5-6=-634/66, 6-7=-739/50, 2-13=-556/82, 7-9=-560/70 BOT CHORD 12-13=-51/539, 10-12=-31/958, 9-10=0/548 WEBS 3-12=0/501, 4-10=-621/59, 5-10=-10/407 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; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 6-9-5, Interior(1) 6-9-5 to 10-0-0, Exterior(2) 10-0-0 to 16-0-0, Interior(1) 16-0-0 to 19-8-0, Exterior(2) 19-8-0 to 22-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 9. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss AT03 Truss Type ROOF SPECIAL Qty 1 Ply 1 TG54 Job Reference (optional) I35528891 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:18 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-yfd6bXA63?HtSr?Lh?Xxkv7Z?JW5xpYKUZtd4FyANJJ Scale = 1:45.3 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 4x4 4x4 4x4 4x8 3x4 3x4 4x8 1.5x4 4x8 7-3-13 7-3-13 13-0-0 5-8-3 21-8-0 8-8-0 -1-0-0 1-0-0 5-1-5 5-1-5 9-5-5 4-4-0 13-0-0 3-6-11 17-2-4 4-2-4 21-8-0 4-5-12 22-8-0 1-0-0 0-9-04-1-146-6-50-9-04-1-148.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-2-12], [7:0-1-13,0-2-12], [9:Edge,0-5-8], [9:0-0-0,0-2-12], [13:0-0-0,0-2-12] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.43 0.34 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 0.02 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-13,7-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 13=615/0-3-8, 9=615/0-3-8 Max Horz 13=-83(LC 8) Max Uplift 13=-33(LC 10), 9=-14(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-729/62, 3-4=-669/58, 4-5=-603/66, 5-6=-601/64, 6-7=-729/63, 2-13=-556/84, 7-9=-552/80 BOT CHORD 12-13=-38/538, 10-12=-22/758, 9-10=0/541 WEBS 3-12=0/269, 4-10=-420/70, 5-10=-19/455 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; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 8-1-5, Interior(1) 8-1-5 to 10-0-0, Exterior(2) 10-0-0 to 16-0-0, Interior(1) 16-0-0 to 19-8-0, Exterior(2) 19-8-0 to 22-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 9. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss AT04 Truss Type ROOF SPECIAL Qty 1 Ply 1 TG54 Job Reference (optional) I35528892 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:19 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-QrBUpsAkpJPk4_aXFi3AG6gjJjs8gDBTjDdBdiyANJI Scale = 1:39.2 1 2 3 4 5 6 7 8 13 12 11 10 9 14 4x4 4x4 4x4 4x8 3x4 3x4 3x4 5x9 4x8 7-6-14 7-6-14 14-10-5 7-3-7 21-8-0 6-9-11 -1-0-0 1-0-0 3-9-5 3-9-5 9-3-13 5-6-8 14-10-5 5-6-8 16-4-8 1-6-3 21-8-0 5-3-8 22-8-0 1-0-0 0-9-03-3-34-3-50-9-03-3-38.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-2-12], [7:0-1-13,0-2-12], [9:Edge,0-5-8], [9:0-0-0,0-2-12], [13:0-0-0,0-2-12] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.46 0.35 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.17 0.02 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-13,7-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-11 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 13=615/0-3-8, 9=615/0-3-8 Max Horz 13=54(LC 9) Max Uplift 13=-47(LC 10), 9=-9(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-736/72, 3-4=-904/62, 4-5=-875/51, 5-6=-1109/76, 6-7=-733/52, 2-13=-558/81, 7-9=-560/78 BOT CHORD 12-13=-48/545, 10-12=-67/1016, 9-10=-5/541 WEBS 3-12=0/457, 5-10=-723/78, 6-10=-50/955 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; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 6-9-5, Interior(1) 6-9-5 to 14-10-5, Exterior(2) 14-10-5 to 22-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 9. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss BGE1 Truss Type GABLE Qty 1 Ply 1 TG54 Job Reference (optional) I35528893 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:20 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-u2ls0CBMadXah89koPaPpKC_n7HRPm_dytMk98yANJH Scale = 1:39.9 12 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x6 4x4 3x4 10x10 17-4-0 17-4-0 8-8-0 8-8-0 17-4-0 8-8-0 18-4-0 1-0-0 0-9-06-6-50-9-08.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [10:0-2-2,0-0-0], [10:0-2-8,0-7-8], [11:0-1-8,0-2-4], [22:0-0-0,0-1-12] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.09 0.02 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 11 11 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud SLIDER Right 2x4 SPF Stud 0-8-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-4-0. (lb) - Max Horz 22=-80(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 22, 18, 19, 20, 21, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 22, 16, 18, 19, 20, 21, 15, 14, 13, 11 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; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 5-8-0, Corner(3) 5-8-0 to 11-8-0, Exterior(2) 11-8-0 to 15-4-0, Corner(3) 15-4-0 to 18-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 18, 19, 20, 21, 15, 14, 13. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss CGR1 Truss Type Common Girder Qty 1 Ply 2 TG54 Job Reference (optional) I35528894 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:21 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-MEJFEYC?LwfRJIkwM75eMXl8kXWd85UmAX6IhayANJG Scale = 1:36.5 1 2 3 4 5 8 7 615 16 17 18 19 20 21 22 23 4x4 3x6 2x4 4x8 3x6 2x4 4x8 4x8 JL24 JL24 JL24 JL24 JL24 JL24 JL24 JL24 JL24 JL24 3-8-8 3-8-8 7-4-0 3-7-8 10-11-8 3-7-8 14-8-0 3-8-8 3-8-8 3-8-8 7-4-0 3-7-8 10-11-8 3-7-8 14-8-0 3-8-8 0-9-05-7-110-9-08.00 12 Plate Offsets (X,Y)-- [1:0-0-6,0-0-8], [1:0-0-11,0-4-9], [1:Edge,0-1-1], [5:0-0-6,0-0-8], [5:0-0-11,0-4-9], [5:Edge,0-1-1] 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 1-4-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.14 0.48 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.02 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=2635/0-3-8, 5=2584/0-3-8 Max Horz 1=63(LC 5) Max Uplift 1=-70(LC 8), 5=-68(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3399/101, 2-3=-2498/99, 3-4=-2498/99, 4-5=-3390/101 BOT CHORD 1-8=-94/2783, 7-8=-94/2783, 6-7=-55/2774, 5-6=-55/2774 WEBS 3-7=-70/2562, 4-7=-902/77, 4-6=-11/952, 2-7=-914/77, 2-8=-11/961 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; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 5. This connection is for uplift only and does not consider lateral forces. 8) Use USP JL24 (With 16d nails into Girder & NA9D nails into Truss) or equivalent spaced at 1-4-0 oc max. starting at 1-3-4 from the left end to 13-3-4 to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-40, 3-5=-40, 9-12=-13 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss CGR1 Truss Type Common Girder Qty 1 Ply 2 TG54 Job Reference (optional) I35528894 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:21 2018 Page 2 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-MEJFEYC?LwfRJIkwM75eMXl8kXWd85UmAX6IhayANJG LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-444(F) 15=-444(F) 16=-444(F) 17=-444(F) 18=-444(F) 19=-444(F) 20=-444(F) 21=-444(F) 22=-444(F) 23=-444(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1803094R Truss CGR2 Truss Type HIP GIRDER Qty 1 Ply 1 TG54 Job Reference (optional) I35528895 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:23 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-JdR?fEDFtYv9YcuIUY76RyqRaKCCc3j3erbOmTyANJE Scale = 1:32.5 1 2 3 4 5 6 7 8 10 917 18 4x4 4x8 4x8 4x8 4x8 1.5x4 3x4 1.5x4 Special JL24 JL24 Special 6-0-0 6-0-0 8-8-0 2-8-0 14-8-0 6-0-0 -1-0-0 1-0-0 3-0-8 3-0-8 6-0-0 2-11-8 8-8-0 2-8-0 11-7-8 2-11-8 14-8-0 3-0-8 15-8-0 1-0-0 0-9-04-9-00-9-04-9-08.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-1], [2:0-0-11,0-4-9], [2:0-0-6,0-0-8], [5:0-5-12,0-2-0], [7:0-0-6,0-0-8], [7:0-0-11,0-4-9], [7:Edge,0-1-1] 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 1-4-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.37 0.47 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.02 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins, except 2-0-0 oc purlins (5-2-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1138/0-3-8, 7=1142/0-3-8 Max Horz 2=-61(LC 6) Max Uplift 2=-269(LC 8), 7=-270(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1627/429, 3-4=-1559/433, 4-5=-1302/383, 5-6=-1555/432, 6-7=-1626/429 BOT CHORD 2-10=-348/1297, 9-10=-320/1298, 7-9=-310/1298 WEBS 4-10=-224/727, 5-9=-227/723 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; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 7. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use USP JL24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent spaced at 1-0-8 oc max. starting at 6-10-12 from the left end to 7-11-4 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 571 lb down and 213 lb up at 6-0-0, and 571 lb down and 213 lb up at 8-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss CGR2 Truss Type HIP GIRDER Qty 1 Ply 1 TG54 Job Reference (optional) I35528895 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:23 2018 Page 2 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-JdR?fEDFtYv9YcuIUY76RyqRaKCCc3j3erbOmTyANJE LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-40, 4-5=-40, 5-8=-40, 11-14=-13 Concentrated Loads (lb) Vert: 10=-571(B) 9=-571(B) 17=-138(B) 18=-138(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1803094R Truss DGE1 Truss Type GABLE Qty 1 Ply 1 TG54 Job Reference (optional) I35528896 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:24 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-np_NsaEter10AmSV1FeLzANgqkeWLaOCtVKyIvyANJD Scale = 1:26.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x6 4x4 3x6 10-7-0 10-7-0 -1-0-0 1-0-0 5-3-8 5-3-8 10-7-0 5-3-8 11-7-0 1-0-0 0-9-04-3-50-9-08.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [8:0-1-3,0-1-12], [10:0-0-0,0-1-12], [10:Edge,0-3-8], [16:0-0-0,0-1-12] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 9 8 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-7-0. (lb) - Max Horz 16=54(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 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; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 15, 12, 11. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss DT01 Truss Type COMMON Qty 14 Ply 1 TG54 Job Reference (optional) I35528897 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:25 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-F?Yl3wFVP99tov1hbz9aWNvlo8u_40IM584VqLyANJC Scale = 1:41.6 1 2 3 4 5 6 7 10 9 8 11 12 13 14 4x4 4x8 5x9 1.5x4 1.5x4 4x8 8-8-0 8-8-0 17-4-0 8-8-0 -1-0-0 1-0-0 4-5-12 4-5-12 8-8-0 4-2-4 12-10-4 4-2-4 17-4-0 4-5-12 18-4-0 1-0-0 0-9-06-6-50-9-08.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [6:0-1-3,0-1-12], [8:Edge,0-3-8], [8:0-0-0,0-1-12], [9:0-4-8,0-3-0], [10:0-0-0,0-1-12] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.46 0.38 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.01 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=500/0-3-8, 8=500/0-3-8 Max Horz 10=-83(LC 8) Max Uplift 10=-18(LC 10), 8=-18(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-568/47, 3-4=-438/46, 4-5=-438/46, 5-6=-568/47, 2-10=-442/67, 6-8=-442/67 BOT CHORD 9-10=-37/426, 8-9=0/418 WEBS 4-9=0/289 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; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-8-0, Exterior(2) 5-8-0 to 11-8-0, Interior(1) 11-8-0 to 15-4-0, Exterior(2) 15-4-0 to 18-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10 and 8. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss DT02 Truss Type COMMON Qty 12 Ply 1 TG54 Job Reference (optional) I35528898 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:25 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-F?Yl3wFVP99tov1hbz9aWNvlq8v240IM584VqLyANJC Scale = 1:41.0 1 2 3 4 5 6 9 8 7 10 11 12 13 4x8 4x4 5x9 1.5x4 1.5x4 4x8 8-8-0 8-8-0 17-4-0 8-8-0 4-5-12 4-5-12 8-8-0 4-2-4 12-10-4 4-2-4 17-4-0 4-5-12 18-4-0 1-0-0 0-9-06-6-50-9-08.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [5:0-1-3,0-1-12], [7:Edge,0-3-8], [7:0-0-0,0-1-12], [8:0-4-8,0-3-0], [9:0-0-0,0-1-12] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.45 0.38 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=453/Mechanical, 7=502/0-3-8 Max Horz 9=-80(LC 6) Max Uplift 9=-7(LC 10), 7=-18(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-573/52, 2-3=-440/49, 3-4=-439/48, 4-5=-569/49, 1-9=-392/45, 5-7=-443/68 BOT CHORD 8-9=-38/434, 7-8=0/419 WEBS 3-8=-1/290 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; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-8-0, Exterior(2) 5-8-0 to 11-8-0, Interior(1) 11-8-0 to 15-4-0, Exterior(2) 15-4-0 to 18-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss DT03 Truss Type Common Girder Qty 1 Ply 1 TG54 Job Reference (optional) I35528899 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:26 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-jC68HGG7ATHkQ3ct9ghp3bS?wYEzpRsVKop2MoyANJB Scale = 1:41.0 1 2 3 4 5 6 714 15 10x10 4x4 1.5x4 1.5x4 4x8 4x8 JL24 JL24 8-8-0 8-8-0 17-4-0 8-8-0 4-4-8 4-4-8 8-8-0 4-3-8 12-11-8 4-3-8 17-4-0 4-4-8 18-4-0 1-0-0 0-9-06-6-50-9-08.00 12 Plate Offsets (X,Y)-- [1:0-0-6,0-0-8], [1:0-0-11,0-4-9], [1:Edge,0-1-1], [5:0-0-6,0-0-8], [5:0-0-11,0-4-9], [5:Edge,0-1-1] 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 1-4-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.18 0.40 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 0.01 (loc) 7-10 7-10 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=628/0-3-8, 5=612/0-3-8 Max Horz 1=-80(LC 4) Max Uplift 1=-51(LC 8), 5=-45(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-806/89, 2-3=-672/89, 3-4=-668/89, 4-5=-798/84 BOT CHORD 1-7=-83/653, 5-7=-30/625 WEBS 3-7=-49/517 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; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 5. This connection is for uplift only and does not consider lateral forces. 7) Use USP JL24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-7-8 oc max. starting at 5-2-12 from the left end to 7-10-4 to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-40, 3-6=-40, 8-11=-13 Concentrated Loads (lb) Vert: 14=-109(F) 15=-167(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss DT04 Truss Type Common Girder Qty 1 Ply 1 TG54 Job Reference (optional) I35528900 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:27 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-BOgWUcHlxmPb1DB4jOC2bo?AiyaGYu7eZSZcvEyANJA Scale = 1:41.6 1 2 3 4 5 6 7 815 16 4x8 10x10 4x4 1.5x4 1.5x4 4x8 JL24 JL24 8-8-0 8-8-0 17-4-0 8-8-0 -1-0-0 1-0-0 4-4-8 4-4-8 8-8-0 4-3-8 12-11-8 4-3-8 17-4-0 4-4-8 18-4-0 1-0-0 0-9-06-6-50-9-08.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-8], [2:0-0-11,0-4-9], [2:Edge,0-1-1], [6:0-0-6,0-0-8], [6:0-0-11,0-4-9], [6:Edge,0-1-1] 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 1-4-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.17 0.40 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 0.01 (loc) 8-11 8-11 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=670/0-3-8, 6=611/0-3-8 Max Horz 2=-83(LC 6) Max Uplift 2=-61(LC 8), 6=-45(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-802/88, 3-4=-669/89, 4-5=-665/88, 5-6=-796/84 BOT CHORD 2-8=-82/649, 6-8=-30/623 WEBS 4-8=-49/514 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; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. 7) Use USP JL24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-7-8 oc max. starting at 5-2-12 from the left end to 7-10-4 to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-40, 4-7=-40, 9-12=-13 Concentrated Loads (lb) Vert: 15=-109(B) 16=-167(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss ET01 Truss Type COMMON Qty 9 Ply 1 TG54 Job Reference (optional) I35528901 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:28 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-faEuixHOi4XSfNmGG5jH80XG4LyKHNWon6I9RgyANJ9 Scale = 1:35.1 1 2 3 4 5 8 7 6 9 10 11 12 13 14 4x8 4x8 1.5x4 4x4 7-4-0 7-4-0 14-8-0 7-4-0 -1-0-0 1-0-0 7-4-0 7-4-0 14-8-0 7-4-0 15-8-0 1-0-0 0-9-05-7-110-9-08.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [4:0-1-3,0-1-12], [6:Edge,0-3-8], [6:0-0-0,0-1-12], [8:0-0-0,0-1-12] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MR 0.45 0.28 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=429/0-3-8, 6=429/0-3-8 Max Horz 8=-72(LC 8) Max Uplift 8=-17(LC 10), 6=-17(LC 11) Max Grav 8=435(LC 18), 6=435(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-460/40, 3-4=-460/40, 2-8=-393/74, 4-6=-393/74 BOT CHORD 7-8=0/339, 6-7=0/339 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; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-4-0, Exterior(2) 4-4-0 to 10-4-0, Interior(1) 10-4-0 to 12-8-0, Exterior(2) 12-8-0 to 15-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 6. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss FGR1 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 TG54 Job Reference (optional) I35528902 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:29 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-7noGvHI0TOfJHXLSqoEWgD4TqlMd0qsx0m2jz7yANJ8 Scale = 1:17.4 1 2 3 5 4 6 7 8 2x4 4x4 5x9 1.5x4 4x4 Special Special 0-0-3 0-0-3 2-9-14 2-9-11 3-2-13 0-4-15 -1-5-0 1-5-0 2-9-14 2-9-14 3-2-13 0-4-15 1-4-42-10-92-3-50-7-42-5-15.66 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.33 0.02 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 5 5 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 3-4: 2x4 SPF Stud WEBS 2x4 SPF Stud *Except* 3-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=236/0-3-13, 6=67/Mechanical Max Horz 5=33(LC 7) Max Uplift 5=-17(LC 6), 6=-72(LC 10) Max Grav 5=280(LC 16), 6=76(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-286/44 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; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 19 lb down and 31 lb up at 2-3-13, and 19 lb down and 31 lb up at 2-3-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-67, 2-3=-67, 4-5=-13 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss FGR1 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 TG54 Job Reference (optional) I35528902 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:29 2018 Page 2 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-7noGvHI0TOfJHXLSqoEWgD4TqlMd0qsx0m2jz7yANJ8 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-0(F=-0, B=-0) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1803094R Truss FT01 Truss Type COMMON Qty 1 Ply 1 TG54 Job Reference (optional) I35528903 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:30 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-czMe7dJeEhnAuhwfOWllDRdgh9f1lHQ5FQnGVZyANJ7 Scale = 1:27.0 1 2 3 4 5 8 7 6 4x8 4x8 1.5x4 4x4 5-3-8 5-3-8 10-7-0 5-3-8 -1-0-0 1-0-0 5-3-8 5-3-8 10-7-0 5-3-8 11-7-0 1-0-0 0-9-04-3-50-9-08.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [4:0-1-3,0-1-12], [6:Edge,0-3-8], [6:0-0-0,0-1-12], [8:0-0-0,0-1-12] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MR 0.25 0.14 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=320/0-3-8, 6=320/0-3-8 Max Horz 8=-54(LC 8) Max Uplift 8=-15(LC 10), 6=-15(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-292/38, 3-4=-292/38, 2-8=-287/72, 4-6=-287/72 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; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 6. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss FT02 Truss Type COMMON Qty 1 Ply 1 TG54 Job Reference (optional) I35528904 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:31 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-49w0KzKG??v1WqVryDG_me9qTZ?KUkgEU4Xp2?yANJ6 Scale = 1:27.0 1 2 3 4 7 6 5 4x8 4x8 1.5x4 4x4 5-3-8 5-3-8 10-7-0 5-3-8 5-3-8 5-3-8 10-7-0 5-3-8 11-7-0 1-0-0 0-9-04-3-50-9-08.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [3:0-1-3,0-1-12], [5:Edge,0-3-8], [5:0-0-0,0-1-12], [7:0-0-0,0-1-12] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MR 0.25 0.13 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=272/Mechanical, 5=323/0-3-8 Max Horz 7=-51(LC 8) Max Uplift 7=-4(LC 10), 5=-15(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-292/38, 2-3=-296/40, 3-5=-288/72 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; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss FT03 Truss Type COMMON Qty 1 Ply 1 TG54 Job Reference (optional) I35528905 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:32 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-YMTPYJKumJ1t8_41VxnDIsi?DzLZDBwOikGNaSyANJ5 Scale = 1:27.0 1 2 3 4 7 6 5 4x8 4x8 1.5x4 4x4 5-3-8 5-3-8 10-7-0 5-3-8 5-3-8 5-3-8 10-7-0 5-3-8 11-7-0 1-0-0 0-9-04-3-50-9-08.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [3:0-1-3,0-1-12], [5:Edge,0-3-8], [5:0-0-0,0-1-12], [7:0-0-0,0-1-12] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MR 0.25 0.13 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=272/Mechanical, 5=323/0-3-8 Max Horz 7=-51(LC 8) Max Uplift 7=-4(LC 10), 5=-15(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-292/38, 2-3=-296/40, 3-5=-288/72 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; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss GGE1 Truss Type GABLE Qty 1 Ply 1 TG54 Job Reference (optional) I35528906 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:32 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-YMTPYJKumJ1t8_41VxnDIsi1OzNLDBCOikGNaSyANJ5 Scale = 1:15.2 1 2 3 4 5 8 7 6 9 1.5x4 1.5x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 -1-0-0 1-0-0 6-0-0 6-0-0 0-4-82-4-84.00 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-0-0. (lb) - Max Horz 2=48(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 2-10-4, Corner(3) 2-10-4 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7, 8. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss GGE2 Truss Type GABLE Qty 1 Ply 1 TG54 Job Reference (optional) I35528907 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:33 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-0Y1nlfLWWc9kl8eD3eJSr3FDyMjcyeeXxO0w6uyANJ4 Scale = 1:14.9 1 2 3 4 5 8 7 6 9 10 1.5x4 1.5x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 -1-0-0 1-0-0 5-10-0 5-10-0 0-4-82-3-134.00 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-10-0. (lb) - Max Horz 2=47(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 1-10-0, Exterior(2) 1-10-0 to 2-8-4, Corner(3) 2-8-4 to 5-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 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) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7, 8. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss GR Truss Type Jack-Closed Girder Qty 1 Ply 1 TG54 Job Reference (optional) I35528908 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:34 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-Ukb9y?M8HwIbNIDQdMqhNHnNdm1Yh5JgA2lUeKyANJ3 Scale = 1:15.6 1 2 3 7 1.5x4 2x4 4x6 JL24 2-8-0 2-8-0 2-8-0 2-8-0 0-9-02-6-58.00 12 Plate Offsets (X,Y)-- [1:0-0-6,0-0-8], [1:0-0-11,0-4-9] 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 1-4-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.07 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 3-6 3-6 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=213/Mechanical, 1=184/0-3-8 Max Horz 1=34(LC 8) Max Uplift 3=-26(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) Use USP JL24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent at 1-4-12 from the left end to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-40, 3-4=-13 Concentrated Loads (lb) Vert: 7=-262(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss GR01 Truss Type Jack-Closed Girder Qty 1 Ply 1 TG54 Job Reference (optional) I35528909 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:36 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-Q7jvNgOPpXYJccNokns9SitjhahW9?pzdMEajDyANJ1 Scale = 1:15.6 1 2 3 7 1.5x4 2x4 4x6 JL26 2-8-0 2-8-0 2-8-0 2-8-0 0-9-02-6-58.00 12 Plate Offsets (X,Y)-- [1:0-0-6,0-0-8], [1:0-0-11,0-4-9] 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 1-4-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.09 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 3-6 3-6 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=313/Mechanical, 1=265/0-3-8 Max Horz 1=34(LC 8) Max Uplift 3=-28(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) Use USP JL26 (With 10d nails into Girder & NA9D nails into Truss) or equivalent at 1-4-12 from the left end to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-40, 3-4=-13 Concentrated Loads (lb) Vert: 7=-444(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss GR02 Truss Type Flat Girder Qty 1 Ply 1 TG54 Job Reference (optional) I35528910 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:38 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-NVrgoMPfL9o1svXBsBudY7y4nNO_dvIG5gjhn5yANJ? Scale = 1:33.31 2 4 3 5 2x4 1.5x4 4x4 3x4 JL24 2-6-8 2-6-8 2-6-8 2-6-8 5-11-5LOADING (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 1-4-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.06 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=176/Mechanical, 3=176/Mechanical Max Uplift 4=-34(LC 4), 3=-34(LC 4) 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; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 4, 3. 8) Use USP JL24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent at 1-3-4 from the left end to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-40, 3-4=-13 Concentrated Loads (lb) Vert: 5=-232(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss GR03 Truss Type Flat Girder Qty 1 Ply 1 TG54 Job Reference (optional) I35528911 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:38 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-NVrgoMPfL9o1svXBsBudY7y4nNPydvIG5gjhn5yANJ? Scale = 1:24.31 2 4 3 5 2x4 1.5x4 4x4 3x4 JL24 2-6-8 2-6-8 2-6-8 2-6-8 4-2-5LOADING (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 1-4-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.06 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=118/Mechanical, 3=118/Mechanical Max Uplift 4=-26(LC 4), 3=-26(LC 4) 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; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 4, 3. 8) Use USP JL24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent at 1-3-4 from the left end to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-40, 3-4=-13 Concentrated Loads (lb) Vert: 5=-116(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss HR Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 TG54 Job Reference (optional) I35528912 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:39 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-riO20iQH6SwuT36NQvPs4KVD5nkeMKwPJKTFKYyANJ_ Scale = 1:31.1 1 2 3 4 5 8 7 6 12 13 14 15 1.5x4 5x6 3x4 2x4 3x4 3x4 4x4 Special Special Special SpecialSpecial Special Special Special 2-10-4 2-10-4 5-7-12 2-9-8 8-4-5 2-8-9 -1-5-0 1-5-0 2-10-4 2-10-4 5-7-12 2-9-8 8-4-5 2-8-9 0-9-04-8-55.66 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-6], [2:0-0-6,0-5-12] 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 1-4-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.15 0.17 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=380/0-4-9, 6=556/Mechanical Max Horz 2=90(LC 10) Max Uplift 2=-88(LC 10), 6=-201(LC 10) Max Grav 2=386(LC 17), 6=584(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-451/120, 3-4=-355/87 BOT CHORD 2-8=-166/386, 7-8=-166/386, 6-7=-113/308 WEBS 4-7=-134/360, 4-6=-476/175 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; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=201. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 13 lb down and 12 lb up at 2-1-0, 13 lb down and 12 lb up at 2-1-0, 37 lb down and 32 lb up at 3-8-13, 37 lb down and 32 lb up at 3-8-13, 75 lb down and 42 lb up at 5-7-7, 75 lb down and 42 lb up at 5-7-7, and 115 lb down and 49 lb up at 7-6-1, and 115 lb down and 49 lb up at 7-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss HR Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 TG54 Job Reference (optional) I35528912 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:39 2018 Page 2 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-riO20iQH6SwuT36NQvPs4KVD5nkeMKwPJKTFKYyANJ_ LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-40, 6-9=-13 Concentrated Loads (lb) Vert: 7=-150(F=-75, B=-75) 13=6(F=3, B=3) 14=-69(F=-34, B=-34) 15=-229(F=-115, B=-115) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1803094R Truss HR1 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 TG54 Job Reference (optional) I35528913 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:40 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-JuyQD2Rvtm2l5Dhazcx5dY1OrB6s5poZY_Cor_yANIz Scale = 1:15.2 1 2 3 4 8 9 1.5x4 2x4 5x6 Special Special 3-7-12 3-7-12 -1-5-0 1-5-0 3-7-12 3-7-12 0-9-02-5-105.66 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-6], [2:0-0-6,0-5-12] 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 1-4-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.15 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=78/Mechanical, 2=159/0-4-9 Max Horz 2=45(LC 10) Max Uplift 4=-31(LC 10), 2=-22(LC 10) Max Grav 4=82(LC 17), 2=160(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; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 13 lb down and 12 lb up at 2-1-0, and 13 lb down and 12 lb up at 2-1-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-40, 4-5=-13 Concentrated Loads (lb) Vert: 9=6(F=3, B=3) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss J Truss Type JACK-CLOSED Qty 2 Ply 1 TG54 Job Reference (optional) I35528914 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:42 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-FH4BekSAPNITKXry51zZiz7hH?lMZjks?IhvwsyANIx Scale = 1:29.1 1 2 3 5 4 6x6 1.5x4 4x4 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-9-04-9-08.00 12 Plate Offsets (X,Y)-- [5:0-1-12,0-0-0], [5:0-3-0,0-5-8] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.34 0.23 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 -0.00 (loc) 4-5 4-5 4 l/defl >999 >807 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=203/0-3-8, 4=148/Mechanical Max Horz 5=90(LC 10) Max Uplift 4=-44(LC 10) Max Grav 5=203(LC 1), 4=153(LC 18) 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; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss J01 Truss Type JACK-CLOSED Qty 4 Ply 1 TG54 Job Reference (optional) I35528915 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:43 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-jTeZr4ToAhQKygP8flUoFAfuYO5YIA4?EyRSSJyANIw Scale = 1:26.2 1 2 3 5 4 6x6 1.5x4 4x4 5-2-15 5-2-15 -1-0-0 1-0-0 5-2-15 5-2-15 0-9-04-2-158.00 12 Plate Offsets (X,Y)-- [5:0-1-12,0-0-0], [5:0-3-0,0-5-8] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.25 0.17 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 -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 = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=183/0-3-8, 4=127/Mechanical Max Horz 5=80(LC 10) Max Uplift 4=-39(LC 10) Max Grav 5=183(LC 1), 4=132(LC 18) 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; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss J02 Truss Type JACK-CLOSED Qty 4 Ply 1 TG54 Job Reference (optional) I35528916 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:43 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-jTeZr4ToAhQKygP8flUoFAfwdO6sIAA?EyRSSJyANIw Scale = 1:19.8 1 2 3 5 4 6x6 1.5x4 4x4 3-10-15 3-10-15 -1-0-0 1-0-0 3-10-15 3-10-15 0-9-03-4-58.00 12 Plate Offsets (X,Y)-- [5:0-1-12,0-0-0], [5:0-3-0,0-5-8] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.11 0.09 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=150/0-3-8, 4=89/Mechanical Max Horz 5=62(LC 10) Max Uplift 4=-30(LC 10) Max Grav 5=150(LC 1), 4=94(LC 18) 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; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss J03 Truss Type JACK-CLOSED Qty 8 Ply 1 TG54 Job Reference (optional) I35528917 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:44 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-BfCx3QUQx?YAaq_LCS?1nOC5noTv1dV9TcA?_lyANIv Scale = 1:15.6 1 2 3 5 4 6x6 1.5x4 4x4 2-8-0 2-8-0 -1-0-0 1-0-0 2-8-0 2-8-0 0-9-02-6-58.00 12 Plate Offsets (X,Y)-- [5:0-1-12,0-0-0], [5:0-3-0,0-5-8] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.09 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=120/0-3-8, 4=52/Mechanical Max Horz 5=45(LC 10) Max Uplift 4=-21(LC 10) Max Grav 5=126(LC 16), 4=57(LC 18) 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; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss J04 Truss Type Jack-Closed Qty 1 Ply 1 TG54 Job Reference (optional) I35528918 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:45 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-fsmJGlV2iIg1B_ZXmAWGKbkH0Cp8m4sIiGwZWByANIu Scale = 1:15.6 1 2 4 3 6x6 1.5x4 4x4 2-8-0 2-8-0 2-8-0 2-8-0 0-9-02-6-58.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-0-0], [4:0-3-0,0-5-8] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.06 0.03 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=63/0-3-8, 3=63/Mechanical Max Horz 4=32(LC 10) Max Uplift 3=-23(LC 10) Max Grav 4=63(LC 1), 3=67(LC 17) 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; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss J05 Truss Type JACK-CLOSED Qty 4 Ply 1 TG54 Job Reference (optional) I35528919 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:45 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-fsmJGlV2iIg1B_ZXmAWGKbkGXCpBm4lIiGwZWByANIu Scale = 1:15.3 1 2 3 5 4 6x6 1.5x4 4x4 2-6-15 2-6-15 -1-0-0 1-0-0 2-6-15 2-6-15 0-9-02-5-108.00 12 Plate Offsets (X,Y)-- [5:0-1-12,0-0-0], [5:0-3-0,0-5-8] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.09 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=118/0-3-8, 4=49/Mechanical Max Horz 5=44(LC 10) Max Uplift 4=-20(LC 10) Max Grav 5=126(LC 16), 4=54(LC 18) 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; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss J06 Truss Type JACK-CLOSED Qty 2 Ply 1 TG54 Job Reference (optional) I35528920 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:46 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-82KhU5VgTcoup88jKt2VspHPXc9oVXzRwwf63eyANIt Scale = 1:15.1 1 2 3 5 4 1.5x4 1.5x4 3x4 3x6 1-5-3 1-5-3 -1-1-12 1-1-12 1-5-3 1-5-3 1-5-72-4-148.00 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=180/Mechanical, 4=-3/Mechanical Max Horz 5=30(LC 10) Max Uplift 4=-73(LC 16) Max Grav 5=258(LC 16), 4=17(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-250/14 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; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss J07 Truss Type JACK-CLOSED Qty 8 Ply 1 TG54 Job Reference (optional) I35528921 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:47 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-cEt4hRWIDwwlRIjwuaZkP0qb10V2EzJb9aPgb4yANIs Scale = 1:11.4 1 2 3 5 4 6x6 1.5x4 3x4 1-4-15 1-4-15 -1-0-0 1-0-0 1-4-15 1-4-15 0-9-01-8-58.00 12 Plate Offsets (X,Y)-- [5:0-1-12,0-0-0], [5:0-3-0,0-5-8] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.09 0.01 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=99/0-3-8, 4=6/Mechanical Max Horz 5=28(LC 10) Max Uplift 5=-5(LC 10), 4=-24(LC 16) Max Grav 5=130(LC 16), 4=15(LC 3) 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; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss LG Truss Type LAY-IN GABLE Qty 1 Ply 1 TG54 Job Reference (optional) I35528922 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:48 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-4RRSunXw_D2c2SI6RI4zyEMnQPr3zQtkOD8D7WyANIr Scale = 1:44.4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 3x4 3x4 3x4 4x4 3x4 3x4 0-0-3 0-0-3 10-11-5 10-11-2 13-7-11 2-8-6 4-8-8 4-8-8 9-0-8 4-4-0 10-4-0 1-3-8 13-7-11 3-3-11 0-0-45-7-147-2-93-2-145-7-1414.42 12 14.42 12 Plate Offsets (X,Y)-- [4:0-1-5,Edge], [10:Edge,0-2-14] 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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.05 0.02 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-7-7. (lb) - Max Horz 1=95(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 12, 14, 15, 16, 17, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 10, 12, 13, 14, 15, 16, 17, 11 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; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-12 to 7-8-8, Interior(1) 7-8-8 to 9-0-8, Exterior(2) 9-0-8 to 13-5-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10, 12, 14, 15, 16, 17, 11. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10, 11. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 Job 1803094R Truss LGA Truss Type LAY-IN GABLE Qty 1 Ply 1 TG54 Job Reference (optional) I35528923 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 10 12:02:48 2018 Page 1 84 Components, Franklin, IN - 46131, ID:SyL3TKRc5qbtUBhGvVVC?NyBq?x-4RRSunXw_D2c2SI6RI4zyEMmxPrjzQpkOD8D7WyANIr Scale = 1:34.4 1 2 3 4 5 6 10 9 8 7 2x4 3x4 2x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-2-15 0-2-15 4-8-8 4-5-9 8-10-13 4-2-5 4-2-5 4-2-5 8-10-13 4-8-8 14.42 12 14.42 12 Plate Offsets (X,Y)-- [3:0-1-5,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.04 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-10. REACTIONS.All bearings 8-7-15. (lb) - Max Horz 1=-165(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 10 except 8=-149(LC 10), 7=-142(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 6, 8, 9, 10, 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; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10 except (jt=lb) 8=149, 7=142. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 9, 10. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 10,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.