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HomeMy WebLinkAboutC010.0 Waterfront Lot51- ShoopmanRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. Pages or sheets covered by this seal: I35381316 thru I35381493 My license renewal date for the state of Indiana is July 31, 2020. 1800555 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: WF51 - Waterfront Lot #51 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. November 26,2018 Liu, Xuegang Job 1800555 Truss A01 Truss Type Hip Girder Qty 1 Ply 2 WF51 - Waterfront Lot #51 Job Reference (optional) I35381316 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:37 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-pwMmR0RwW2WeCSAOtQulwbxgcCn?zpbc4yUw6XyGwJG Scale = 1:27.5 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 5x6 5x6 3x6 2x4 2x4 3x8 3x4 3x6 3x8 2-8-0 2-8-0 9-4-0 6-8-0 12-0-0 2-8-0 -1-4-4 1-4-4 2-8-0 2-8-0 6-0-0 3-4-0 9-4-0 3-4-0 12-0-0 2-8-0 1-11-04-5-14-7-01-11-04-5-112.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8], [5:0-3-9,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.13 0.23 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.09 0.00 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 10=658/0-3-8, 7=556/0-3-8 Max Horz 10=68(LC 4) Max Uplift 10=-300(LC 4), 7=-255(LC 4) Max Grav 10=760(LC 11), 7=698(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-594/288, 3-4=-418/226, 4-5=-427/223, 5-6=-603/272, 2-10=-794/347, 6-7=-730/295 BOT CHORD 8-9=-144/471 WEBS 2-9=-129/473, 6-8=-157/445 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: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=300, 7=255. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 148 lb down and 95 lb up at 2-8-0, 110 lb down and 55 lb up at 4-8-12, 110 lb down and 55 lb up at 6-0-0, and 110 lb down and 55 lb up at 7-3-4, and 148 lb down and 95 lb up at 9-4-0 on top chord, and 63 lb down and 85 lb up at 2-8-12, 41 lb down and 54 lb up at 4-8-12, 41 lb down and 54 lb up at 6-0-0, and 41 lb down and 54 lb up at 7-3-4, and 63 lb down and 85 lb up at 9-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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. November 26,2018 Job 1800555 Truss A01 Truss Type Hip Girder Qty 1 Ply 2 WF51 - Waterfront Lot #51 Job Reference (optional) I35381316 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:37 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-pwMmR0RwW2WeCSAOtQulwbxgcCn?zpbc4yUw6XyGwJG LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 7-10=-20 Concentrated Loads (lb) Vert: 3=-34(F) 5=-34(F) 9=-14(F) 4=-17(F) 8=-14(F) 11=-17(F) 12=-17(F) 13=-13(F) 14=-13(F) 15=-13(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 1800555 Truss A02 Truss Type Roof Special Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381317 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:38 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-H6w8eMSYHLeVqclbR7P_ToUoXc9yiGRlJcDUezyGwJF Scale = 1:36.5 1 2 3 4 5 6 10 9 8 7 5x6 5x6 5x6 2x4 3x4 2x4 3x4 3x8 4x6 4-4-0 4-4-0 7-8-0 3-4-0 10-10-0 3-1-15 12-0-0 1-2-1 -1-4-4 1-4-4 4-4-0 4-4-0 7-8-0 3-4-0 10-10-0 3-1-15 12-0-0 1-2-1 1-11-06-1-12-11-26-3-02-11-26-1-112.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-3-9,0-2-8], [4:0-3-9,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.32 0.12 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 9-10 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 7=463/0-3-8, 10=564/0-3-8 Max Horz 10=69(LC 4) Max Uplift 7=-55(LC 4), 10=-93(LC 4) Max Grav 7=483(LC 8), 10=564(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-433/105, 3-4=-288/116, 4-5=-424/111, 2-10=-522/118 WEBS 5-7=-478/96 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 10. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss A03 Truss Type Roof Special Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381318 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:38 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-H6w8eMSYHLeVqclbR7P_ToUjzc7wiEvlJcDUezyGwJF Scale = 1:48.6 1 2 3 4 5 8 7 6 4x6 5x6 2x4 3x6 3x4 3x8 5x9 6-0-0 6-0-0 9-2-0 3-1-15 12-0-0 2-10-1 -1-4-4 1-4-4 6-0-0 6-0-0 9-2-0 3-1-15 12-0-0 2-10-1 1-11-04-7-27-11-04-7-212.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.61 0.25 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=463/0-3-8, 8=564/0-3-8 Max Horz 8=73(LC 4) Max Uplift 6=-54(LC 4), 8=-84(LC 4) Max Grav 6=486(LC 8), 8=572(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-452/101, 3-4=-384/119, 2-8=-512/117 WEBS 4-6=-397/52 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss A04 Truss Type Half Hip Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381319 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:39 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-lJUWsiTB2fmLSmKn_rxD001q30RXRjXvXGz1AQyGwJE Scale = 1:37.6 1 2 3 4 7 6 5 6x6 5x6 3x6 2x4 3x4 3x8 4-6-1 4-6-1 12-0-0 7-6-0 -1-4-4 1-4-4 4-6-1 4-6-1 12-0-0 7-6-0 1-11-06-3-26-5-16-3-212.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-1-8], [3:0-4-1,Edge], [4:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.84 0.35 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.18 0.00 (loc) 5-6 5-6 5 l/defl >999 >768 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS.(lb/size) 5=463/0-3-8, 7=564/0-3-8 Max Horz 7=76(LC 4) Max Uplift 5=-72(LC 4), 7=-95(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-443/102, 2-7=-537/113 BOT CHORD 5-6=0/254 WEBS 3-5=-280/48, 2-6=0/287 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss A05 Truss Type Half Hip Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381320 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:39 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-lJUWsiTB2fmLSmKn_rxD001uS0T6RiFvXGz1AQyGwJE Scale = 1:46.3 1 2 3 4 7 6 5 6x6 4x6 3x8 3x4 3x4 5x9 6-2-1 6-2-1 12-0-0 5-10-0 -1-4-4 1-4-4 6-2-1 6-2-1 12-0-0 5-10-0 1-11-07-11-28-1-17-11-212.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-4-1,Edge], [4:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.62 0.25 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7,2-6: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 REACTIONS.(lb/size) 5=463/0-3-8, 7=564/0-3-8 Max Horz 7=79(LC 4) Max Uplift 5=-70(LC 4), 7=-87(LC 4) Max Grav 5=464(LC 8), 7=564(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-443/108, 2-7=-505/124 WEBS 3-5=-343/60 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss A06 Truss Type Half Hip Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381321 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:40 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-DV2v32UppzuC3wvzYYSSYDZ2bQnhA8V2mwibisyGwJD Scale = 1:57.7 1 2 3 4 7 6 5 7x10 MT18HS 5x6 4x9 3x6 4x6 4x12 7-10-1 7-10-1 12-0-0 4-2-0 -1-4-4 1-4-4 7-10-1 7-10-1 12-0-0 4-2-0 1-11-09-7-29-9-19-7-212.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-12], [3:0-2-2,Edge], [4:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.66 0.36 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 79 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7: 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. WEBS 1 Row at midpt 4-5, 3-5 REACTIONS.(lb/size) 5=459/0-3-8, 7=567/0-3-8 Max Horz 7=86(LC 4) Max Uplift 5=-66(LC 4), 7=-83(LC 4) Max Grav 5=469(LC 8), 7=569(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-427/114, 2-7=-493/135 WEBS 3-6=-14/263, 3-5=-450/76 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss A07A Truss Type Half Hip Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381322 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:41 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-hhcHHOURaG03h4UA6Gzh5R6Bmq4SvZyC?aS8FIyGwJC Scale = 1:66.2 1 2 3 4 5 6 9 8 7 3x6 6x6 6x8 4x8 MT18HS 3x8 4x6 2x8 4x9 9-6-1 9-6-1 12-0-0 2-6-0 -1-4-4 1-4-4 4-10-12 4-10-12 9-6-1 4-7-4 12-0-0 2-6-0 1-11-011-3-211-5-111-3-212.00 12 Plate Offsets (X,Y)-- [5:0-4-1,Edge], [7:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.83 0.52 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.38 0.00 (loc) 8-9 8-9 7 l/defl >926 >367 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 90 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-9: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 REACTIONS.(lb/size) 7=463/0-3-8, 9=564/0-3-8 Max Horz 9=86(LC 4) Max Uplift 7=-61(LC 4), 9=-75(LC 4) Max Grav 7=485(LC 8), 9=576(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-331/147, 3-5=-326/161, 6-7=-602/162, 2-9=-383/178 WEBS 3-8=-290/184, 6-8=-39/505 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 9. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss A07B Truss Type Half Hip Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381323 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:41 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-hhcHHOURaG03h4UA6Gzh5R6Fsq8nvY0C?aS8FIyGwJC Scale = 1:72.7 1 2 3 4 5 6 9 8 7 3x6 5x6 4x6 3x10 3x4 2x4 3x8 5x9 5-8-12 5-8-12 12-0-0 6-3-4 -1-4-4 1-4-4 5-8-12 5-8-12 11-2-1 5-5-4 12-0-0 0-10-0 1-11-012-11-213-1-112-11-212.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-3-9,0-2-8], [6:Edge,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.57 0.30 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.08 0.00 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-7: 2x6 SPF No.2, 2-9,2-8: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8, 5-7 REACTIONS.(lb/size) 7=459/0-3-8, 9=561/0-3-8 Max Horz 9=90(LC 4) Max Uplift 7=-55(LC 4), 9=-69(LC 4) Max Grav 7=496(LC 8), 9=577(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-464/90, 3-5=-610/319, 6-7=-353/367, 2-9=-525/109 WEBS 3-8=-485/258, 5-8=-286/651, 5-7=-434/29 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss A07C Truss Type Monopitch Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381324 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:42 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-9uAfUjV3La8wJD3MgzUwdefQfDRfe2JLDEBhnkyGwJB Scale = 1:76.7 1 2 3 4 5 8 7 6 3x6 3x6 3x8 3x4 3x6 3x4 5x9 6-0-0 6-0-0 12-0-0 6-0-0 -1-4-4 1-4-4 6-0-0 6-0-0 12-0-0 6-0-0 1-11-013-11-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-0-4,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.56 0.46 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.08 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2, 2-8,2-7: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 3-6 REACTIONS.(lb/size) 6=459/0-3-8, 8=561/0-3-8 Max Horz 8=91(LC 4) Max Uplift 6=-53(LC 4), 8=-67(LC 4) Max Grav 6=502(LC 8), 8=578(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-464/92, 2-8=-525/112 WEBS 3-6=-451/192 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss AJ1 Truss Type Diagonal Hip Girder Qty 2 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381325 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:42 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-9uAfUjV3La8wJD3MgzUwdefP?DV9e4ELDEBhnkyGwJB Scale = 1:25.5 1 2 3 6 5 4 7 8 9 10 4x6 4x6 2x4 3x4 4-0-3 3-11-12 -2-1-6 2-1-6 4-0-3 4-0-3 1-11-04-5-144-0-124-5-147.68 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-6,0-0-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.61 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 0.03 -0.08 (loc) 5-6 5-6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=230/0-4-9, 5=15/Mechanical, 3=50/Mechanical Max Horz 6=199(LC 4) Max Uplift 6=-110(LC 4), 5=-32(LC 4), 3=-83(LC 4) Max Grav 6=277(LC 6), 5=58(LC 3), 3=106(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-259/128 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3 except (jt=lb) 6=110. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 120 lb up at 0-11-14, and 30 lb down and 123 lb up at 1-6-3 on top chord, and 50 lb up at 0-11-14, and 55 lb up at 1-6-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=38(B) 8=36(F) 9=28(B) 10=30(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. November 26,2018 Job 1800555 Truss AJ2 Truss Type Jack-Open Qty 2 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381326 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:43 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-e4k1i3Wh5uGnwNeYDg?9AsBdhds3NX4USuxFJByGwJA Scale = 1:17.4 1 2 3 7 6 4 52x4 2x8 2x4 2x4 0-11-1 0-11-1 -1-4-4 1-4-4 0-11-1 0-11-1 1-11-02-10-12-3-92-10-112.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.42 0.12 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 7 7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=209/0-3-8, 4=-34/Mechanical, 5=-25/Mechanical Max Horz 7=62(LC 5) Max Uplift 7=-10(LC 4), 4=-77(LC 6), 5=-56(LC 6) Max Grav 7=313(LC 6), 4=1(LC 5), 5=2(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-303/87 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4, 5. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss AJ3 Truss Type Jack-Open Qty 2 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381327 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:43 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-e4k1i3Wh5uGnwNeYDg?9AsBdrdshNX1USuxFJByGwJA Scale = 1:15.7 1 2 3 7 6 4 52x4 2x8 2x4 2x4 0-11-11 0-11-11 -1-4-4 1-4-4 0-11-11 0-11-11 1-8-52-6-12-0-42-6-110.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.41 0.08 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 7 7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=205/0-3-8, 4=-25/Mechanical, 5=-26/Mechanical Max Horz 7=52(LC 5) Max Uplift 7=-36(LC 4), 4=-63(LC 6), 5=-59(LC 6) Max Grav 7=304(LC 6), 4=4(LC 5), 5=2(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-296/90 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4, 5. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss AJ4 Truss Type Jack-Open Girder Qty 2 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381328 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:44 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-6GIPvPXJsBOeYXDknOWOj3knO1Az6zcehYgordyGwJ9 Scale = 1:26.1 1 2 5 4 3 2x4 3x6 3x4 3-5-11 3-5-11 -1-4-4 1-4-4 3-5-11 3-5-11 1-8-54-7-00-5-134-1-34-7-010.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.48 0.21 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=242/0-3-8, 3=94/Mechanical, 4=33/Mechanical Max Horz 5=197(LC 4) Max Uplift 3=-82(LC 4), 4=-89(LC 4) Max Grav 5=250(LC 6), 3=163(LC 14), 4=93(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; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 78 lb up at 3-4-15 on top chord, and 28 lb down and 32 lb up at 3-5-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 3=-16(F) 4=-0(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 26,2018 Job 1800555 Truss AJ5 Truss Type Jack-Open Qty 3 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381329 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:45 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-aTro6lYxdVWVAhoxL51dFHHz7RXVrQsnwCQMO3yGwJ8 Scale = 1:26.1 1 2 5 4 3 2x4 3x6 3x4 3-5-11 3-5-11 -1-4-4 1-4-4 3-5-11 3-5-11 1-8-54-7-00-5-134-1-34-7-010.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.42 0.19 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=242/0-3-8, 3=77/Mechanical, 4=33/Mechanical Max Horz 5=197(LC 4) Max Uplift 3=-49(LC 4), 4=-57(LC 4) Max Grav 5=250(LC 6), 3=128(LC 8), 4=67(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; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss B01 Truss Type Half Hip Girder Qty 1 Ply 2 WF51 - Waterfront Lot #51 Job Reference (optional) I35381330 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:46 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-2fPAK5YaOpeMnrM7vpZsoUpBKrrgaokx8s9vwWyGwJ7 Scale = 1:45.0 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 4x9 3x6 2x4 3x4 2x4 3x6 3x8 3x8 2x4 2x4 3x8 2x4 3x8 3x8 4-9-4 4-9-4 9-8-1 4-10-13 14-8-10 5-0-9 19-9-3 5-0-9 24-11-8 5-2-5 -1-4-4 1-4-4 4-9-4 4-9-4 9-8-1 4-10-13 14-8-10 5-0-9 19-9-3 5-0-9 24-11-8 5-2-5 1-8-55-5-145-8-05-5-1410.00 12 Plate Offsets (X,Y)-- [2:0-3-5,0-1-8], [3:0-4-8,0-0-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.20 0.26 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.08 0.03 (loc) 11-13 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 253 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. REACTIONS.(lb/size) 9=1305/0-3-8, 15=1322/0-3-8 Max Horz 15=66(LC 4) Max Uplift 9=-672(LC 4), 15=-599(LC 4) Max Grav 9=1633(LC 12), 15=1589(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1579/635, 3-4=-1189/523, 4-5=-1875/801, 5-7=-1875/801, 8-9=-263/103, 2-15=-1492/588 BOT CHORD 13-14=-654/1751, 11-13=-654/1751, 10-11=-435/1204, 9-10=-435/1204 WEBS 3-14=-271/574, 4-14=-940/379, 4-13=-94/281, 5-11=-438/160, 7-11=-337/834, 7-10=-108/294, 7-9=-1744/700, 2-14=-350/1058 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: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=672, 15=599. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss B01 Truss Type Half Hip Girder Qty 1 Ply 2 WF51 - Waterfront Lot #51 Job Reference (optional) I35381330 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:46 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-2fPAK5YaOpeMnrM7vpZsoUpBKrrgaokx8s9vwWyGwJ7 NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 51 lb up at 2-10-0, 121 lb down and 77 lb up at 4-9-4, 122 lb down and 70 lb up at 6-10-0, 122 lb down and 70 lb up at 8-10-0, 122 lb down and 70 lb up at 10-10-0, 122 lb down and 70 lb up at 12-10-0, 122 lb down and 70 lb up at 14-10-0, 122 lb down and 70 lb up at 16-10-0, 122 lb down and 70 lb up at 18-10-0, 122 lb down and 70 lb up at 20-10-0, and 122 lb down and 70 lb up at 22-10-0, and 115 lb down and 61 lb up at 24-9-12 on top chord, and 139 lb down and 105 lb up at 2-10-0, 52 lb down and 71 lb up at 4-10-0, 52 lb down and 71 lb up at 6-10-0, 52 lb down and 71 lb up at 8-10-0, 52 lb down and 71 lb up at 10-10-0, 52 lb down and 71 lb up at 12-10-0, 52 lb down and 71 lb up at 14-10-0, 52 lb down and 71 lb up at 16-10-0, 52 lb down and 71 lb up at 18-10-0, 52 lb down and 71 lb up at 20-10-0, and 52 lb down and 71 lb up at 22-10-0, and 57 lb down and 63 lb up at 24-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-8=-60, 9-15=-20 Concentrated Loads (lb) Vert: 3=-27(F) 6=-27(F) 8=-51(F) 9=-24(F) 12=-16(F) 14=-16(F) 5=-27(F) 11=-16(F) 17=-27(F) 18=-27(F) 19=-27(F) 20=-27(F) 21=-27(F) 22=-27(F) 23=-27(F) 24=-56(F) 25=-16(F) 26=-16(F) 27=-16(F) 28=-16(F) 29=-16(F) 30=-16(F) 31=-16(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 1800555 Truss B02 Truss Type Half Hip Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381331 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:47 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-WrzYXRZC96mDP?xJSW45KiMC5E5uJFH4NWvSSyyGwJ6 Scale = 1:51.5 1 2 3 4 5 6 7 12 11 10 9 8 7x10 MT18HS 3x6 4x6 3x8 4x6 3x6 4x9 3x4 3x4 3x4 6x6 7-2-1 7-2-1 15-11-1 8-9-0 24-11-8 9-0-8 -1-4-4 1-4-4 7-2-1 7-2-1 13-0-1 5-10-0 18-10-1 5-10-0 24-11-8 6-1-8 1-8-57-5-147-8-07-5-1410.00 12 Plate Offsets (X,Y)-- [3:0-7-7,Edge], [7:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.84 0.64 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.33 0.03 (loc) 8-9 8-9 8 l/defl >999 >905 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 124 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-8,3-11,2-12,2-11: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 6-8 REACTIONS.(lb/size) 8=984/0-3-8, 12=1079/0-3-8 Max Horz 12=73(LC 4) Max Uplift 8=-87(LC 4), 12=-115(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1073/130, 3-4=-788/161, 4-6=-832/145, 2-12=-1014/150 BOT CHORD 9-11=0/853, 8-9=0/640 WEBS 3-11=0/329, 4-11=-292/27, 6-9=0/432, 6-8=-960/103, 2-11=0/564 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 12=115. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss B03 Truss Type Half Hip Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381332 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:47 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-WrzYXRZC96mDP?xJSW45KiMDgE7zJ8M4NWvSSyyGwJ6 Scale = 1:55.2 1 2 3 4 5 6 7 8 13 12 11 10 9 3x6 6x6 3x6 5x6 4x9 3x6 3x8 4x6 2x4 3x8 3x6 4x8 MT18HS 9-6-14 9-6-14 17-1-7 7-6-9 24-11-8 7-10-1 -1-4-4 1-4-4 4-11-3 4-11-3 9-6-14 4-7-11 17-1-7 7-6-9 24-11-8 7-10-1 1-8-59-5-149-8-09-5-1410.00 12 Plate Offsets (X,Y)-- [5:0-3-7,Edge], [8:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.80 0.57 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.34 0.03 (loc) 12-13 12-13 9 l/defl >999 >880 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 136 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-12,2-13,3-13: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 6-12, 6-9 REACTIONS.(lb/size) 9=984/0-3-8, 13=1079/0-3-8 Max Horz 13=79(LC 4) Max Uplift 9=-87(LC 4), 13=-109(LC 4) Max Grav 9=984(LC 1), 13=1086(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-369/110, 3-5=-981/170, 5-6=-742/174, 2-13=-406/145 BOT CHORD 12-13=-19/683, 10-12=0/613, 9-10=0/613 WEBS 5-12=0/284, 6-10=0/313, 6-9=-915/83, 3-13=-810/26 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 13=109. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss B04 Truss Type Half Hip Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381333 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:48 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-_2XwlnaqwQu418WW0EbKtvvSBeWn2eQEcAe0?OyGwJ5 Scale = 1:68.6 1 2 3 4 5 6 7 13 12 11 10 9 8 3x6 6x6 5x6 5x9 4x6 3x6 3x6 4x6 3x8 2x4 3x8 5x6 6-1-9 6-1-9 11-11-10 5-10-1 18-3-13 6-4-3 24-11-8 6-7-11 -1-4-4 1-4-4 6-1-9 6-1-9 11-11-10 5-10-1 18-3-13 6-4-3 24-11-8 6-7-11 1-8-511-5-1411-8-011-5-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-3-7,Edge], [7:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.56 0.34 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.13 0.02 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 154 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-12,2-13,2-12: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 3-11, 6-8 REACTIONS.(lb/size) 8=984/0-3-8, 13=1079/0-3-8 Max Horz 13=85(LC 4) Max Uplift 8=-87(LC 4), 13=-103(LC 4) Max Grav 8=984(LC 1), 13=1100(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1101/117, 3-5=-917/190, 5-6=-676/196, 2-13=-1035/139 BOT CHORD 11-12=0/717, 9-11=0/448, 8-9=0/448 WEBS 3-11=-344/129, 6-11=-26/257, 6-9=0/281, 6-8=-869/76, 2-12=0/613 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 13=103. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss B05 Truss Type Piggyback Base Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381334 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:49 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-SE5Iy7bShk1xeI5iax6ZQ7Rcc2rznBLNqqOZXqyGwJ4 Scale = 1:63.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 3x6 7x10 MT18HS 3x6 5x9 4x6 3x4 3x6 3x6 3x4 3x4 2x4 4x9 4x6 5-5-11 5-5-11 10-7-14 5-2-3 17-9-11 7-1-13 24-11-8 7-1-13 -1-4-4 1-4-4 5-5-11 5-5-11 10-7-14 5-2-3 17-9-11 7-1-13 24-11-8 7-1-13 1-8-510-6-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-6-12,0-1-12], [9:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.58 0.41 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.02 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 147 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-13,2-14,2-13: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 8-9, 5-10, 6-10 REACTIONS.(lb/size) 9=984/0-3-8, 14=1079/0-3-8 Max Horz 14=83(LC 4) Max Uplift 9=-88(LC 4), 14=-106(LC 4) Max Grav 9=984(LC 1), 14=1093(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1080/117, 3-5=-942/181, 5-6=-602/176, 6-8=-602/176, 8-9=-923/151, 2-14=-1033/138 BOT CHORD 12-13=-2/713, 10-12=0/603 WEBS 3-12=-269/113, 5-12=-1/345, 6-10=-473/108, 8-10=-79/885, 2-13=0/643 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 14=106. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss BJ1 Truss Type Jack-Open Girder Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381335 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:49 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-SE5Iy7bShk1xeI5iax6ZQ7RcE2scnFzNqqOZXqyGwJ4 Scale = 1:22.8 1 2 3 6 5 4 3x4 3x8 2x4 3x4 3-1-8 3-1-1 -2-1-6 2-1-6 3-1-8 3-1-8 1-11-03-11-00-5-23-5-153-11-07.68 12 Plate Offsets (X,Y)-- [3:0-3-6,0-0-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.61 0.37 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.05 (loc) 5-6 5-6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=300/0-4-9, 5=22/Mechanical, 3=35/Mechanical Max Horz 6=180(LC 4) Max Uplift 6=-33(LC 4), 5=-20(LC 4), 3=-50(LC 4) Max Grav 6=375(LC 6), 5=59(LC 3), 3=91(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-323/89 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5, 3. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss BJ2 Truss Type Jack-Open Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381336 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:50 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-wQfhATb4S19oGSgu8fdoyK_q3SFrWhAW3T763HyGwJ3 Scale = 1:23.2 1 2 5 4 3 2x4 3x6 3x4 2-9-4 2-9-4 -1-4-4 1-4-4 2-9-4 2-9-4 1-8-54-0-03-6-34-0-010.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.41 0.11 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=219/0-3-8, 3=51/Mechanical, 4=26/Mechanical Max Horz 5=178(LC 4) Max Uplift 3=-26(LC 4), 4=-71(LC 4) Max Grav 5=246(LC 6), 3=97(LC 8), 4=54(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss BJ3 Truss Type Jack-Open Girder Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381337 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:50 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-wQfhATb4S19oGSgu8fdoyK_pzS3wWhvW3T763HyGwJ3 Scale = 1:23.1 1 2 3 7 6 4 5 2x4 3x6 5x6 3x4 2-1-0 2-1-0 3-9-0 1-8-0 -1-4-4 1-4-4 2-1-0 2-1-0 3-9-0 1-8-0 1-11-03-10-14-0-00-3-83-6-93-10-112.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.48 0.88 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.08 0.16 (loc) 6 6 4 l/defl >741 >548 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=252/0-3-8, 4=48/Mechanical, 5=76/Mechanical Max Horz 7=186(LC 4) Max Uplift 7=-53(LC 4), 4=-29(LC 4), 5=-115(LC 4) Max Grav 7=252(LC 1), 4=48(LC 1), 5=171(LC 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; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4 except (jt=lb) 5=115. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 205 lb down and 109 lb up at 2-1-0 on top chord, and 63 lb down and 87 lb up at 2-1-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-3(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. November 26,2018 Job 1800555 Truss BJ4 Truss Type Jack-Open Qty 11 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381338 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:51 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-PcD3NociDLHeucF5hM81VYX2DsZJF82gI7tgbjyGwJ2 Scale = 1:31.6 1 2 5 4 3 2x4 3x6 3x4 3-9-0 3-9-0 -1-4-4 1-4-4 3-9-0 3-9-0 1-11-05-8-05-1-95-8-012.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.25 0.23 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=251/0-3-8, 3=87/Mechanical, 4=36/Mechanical Max Horz 5=244(LC 4) Max Uplift 3=-70(LC 4), 4=-82(LC 4) Max Grav 5=253(LC 6), 3=152(LC 8), 4=76(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss C01 Truss Type Piggyback Base Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381339 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:52 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-tpmRa8dK_fPVVmqHF3gG1l370FqL_UlpXncD89yGwJ1 Scale = 1:82.9 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 3x8 MT18HS 4x6 4x6 3x4 3x8 6x6 2x4 6x12 5x10 MT18HS 3x10 4x6 4x8 MT18HS 5x6 5-3-5 5-3-5 10-7-14 5-4-9 17-0-7 6-4-9 23-5-0 6-4-9 30-9-9 7-4-9 37-4-1 6-6-8 43-7-0 6-3-0 5-3-5 5-3-5 10-7-14 5-4-9 17-0-7 6-4-9 23-5-0 6-4-9 30-9-9 7-4-9 37-4-1 6-6-8 43-7-0 6-3-0 44-11-4 1-4-4 1-8-510-6-1412-6-141-11-02-0-012-6-1410.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [4:0-4-4,0-2-0], [8:0-7-0,0-2-0], [11:0-2-12,0-1-8], [13:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.63 0.56 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.31 0.12 (loc) 18-19 18-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 257 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-22,10-14,1-23,1-22,11-13,11-14: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-3 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 7-18 WEBS 1 Row at midpt 5-19, 7-19, 8-15, 10-15 REACTIONS.(lb/size) 23=1730/Mechanical, 13=1823/0-3-8 Max Horz 23=-110(LC 4) Max Uplift 23=-121(LC 4), 13=-172(LC 4) Max Grav 23=1784(LC 8), 13=1850(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1951/183, 2-4=-1954/265, 4-5=-1851/278, 5-7=-1851/278, 7-8=-1928/286, 8-10=-1889/291, 10-11=-1950/202, 1-23=-1722/148, 11-13=-1782/206 BOT CHORD 20-22=0/1386, 19-20=0/1365, 18-19=0/1839, 7-18=-286/114, 14-15=0/1373 WEBS 2-22=-274/70, 4-20=-6/250, 4-19=-52/747, 5-19=-377/118, 15-18=0/1296, 8-18=-9/943, 1-22=-18/1301, 11-14=0/1298 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 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) All plates are MT20 plates unless otherwise indicated. 6) All plates are 3x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=121, 13=172. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss C02 Truss Type Piggyback Base Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381340 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:53 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-L?KpoUezlyXM7wPTpnBVazcHef9YjtpzlRMngcyGwJ0 Scale = 1:91.4 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 4x6 6x6 5x6 7x10 MT18HS 4x9 6x6 3x8 MT18HS 2x8 2x4 3x4 4x9 4x6 3x4 7x14 5x9 4x8 MT18HS 5x6 5-2-3 5-2-3 10-0-14 4-10-11 14-6-6 4-5-8 15-1-6 0-7-0 21-10-15 6-9-9 28-8-8 6-9-9 30-9-9 2-1-1 37-4-1 6-6-8 43-7-0 6-3-0 5-2-3 5-2-3 10-0-14 4-10-11 14-6-6 4-5-8 15-1-6 0-7-0 21-10-15 6-9-9 28-8-8 6-9-9 30-9-9 2-1-1 37-4-1 6-6-8 43-7-0 6-3-0 44-11-4 1-4-4 1-8-59-10-1410-6-1412-6-141-11-02-0-012-6-1410.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-3-7,Edge], [5:0-7-0,0-3-0], [9:0-3-12,0-2-8], [12:0-2-12,0-1-8], [14:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.64 0.63 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.37 0.18 (loc) 19-20 20-22 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 293 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,5-7,7-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-25,17-19,11-15,1-26,1-25,12-14,12-15: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-6 max.): 3-4, 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19,17-18. 1 Row at midpt 8-19 WEBS 1 Row at midpt 4-22, 6-20, 6-19, 9-17, 11-17 REACTIONS.(lb/size) 26=1730/Mechanical, 14=1823/0-3-8 Max Horz 26=-111(LC 4) Max Uplift 26=-121(LC 4), 14=-172(LC 4) Max Grav 26=1783(LC 8), 14=1851(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1943/181, 2-3=-1955/263, 3-4=-1805/262, 4-5=-1892/264, 5-6=-1956/284, 6-8=-1754/264, 8-9=-1742/265, 9-11=-1889/292, 11-12=-1950/200, 1-26=-1722/147, 12-14=-1782/205 BOT CHORD 24-25=0/1379, 22-24=0/1386, 20-22=0/1707, 19-20=0/1864, 15-17=0/1373 WEBS 2-25=-279/71, 3-22=-45/806, 4-22=-931/133, 6-19=-382/35, 17-19=0/1760, 9-19=0/1785, 9-17=-1012/0, 1-25=-15/1296, 12-15=0/1299, 5-20=-11/285, 5-22=-15/342 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 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) All plates are MT20 plates unless otherwise indicated. 6) All plates are 3x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 26=121, 14=172. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss C03 Truss Type Piggyback Base Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381341 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:54 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-pBuB?qfbWGfDl3_fNUik7A8QN3VSSJq6_55KC2yGwJ? Scale = 1:90.7 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 4x12 5x10 MT18HS 6x6 5x10 MT18HS 6x12 MT18HS 4x6 3x4 2x4 4x6 3x8 2x4 3x8 7x14 5x9 4x8 MT18HS 5x6 7-8-1 7-8-1 12-1-9 4-5-8 15-1-6 2-11-13 21-10-15 6-9-9 28-8-8 6-9-9 30-9-9 2-1-1 37-0-9 6-3-0 43-7-0 6-6-8 7-8-1 7-8-1 12-1-9 4-5-8 15-1-6 2-11-13 21-10-15 6-9-9 28-8-8 6-9-9 30-9-9 2-1-1 37-0-9 6-3-0 43-7-0 6-6-8 44-11-4 1-4-4 1-8-57-10-1410-6-1412-6-141-11-02-0-012-6-1410.00 12 Plate Offsets (X,Y)-- [3:0-2-9,Edge], [4:0-7-4,0-2-4], [8:0-10-4,0-2-0], [11:0-2-12,0-1-8], [13:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.71 0.58 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.41 0.19 (loc) 18-19 18-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 275 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 16-18,10-14,11-13,11-14: 2x4 SPF Stud/No.3, 1-25: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-13 max.): 2-3, 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,16-17. 1 Row at midpt 7-18 WEBS 1 Row at midpt 3-21, 5-21, 5-18, 8-16, 10-16 REACTIONS.(lb/size) 25=1727/Mechanical, 13=1820/0-3-8 Max Horz 25=-111(LC 4) Max Uplift 25=-122(LC 4), 13=-171(LC 4) Max Grav 25=1777(LC 8), 13=1850(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2021/205, 2-3=-2004/249, 3-4=-2281/304, 4-5=-1774/271, 5-7=-1746/263, 7-8=-1731/262, 8-10=-1888/296, 10-11=-1962/202, 1-25=-1696/166, 11-13=-1777/207 BOT CHORD 24-25=0/305, 22-24=0/1422, 21-22=0/1934, 19-21=0/1847, 18-19=0/1847, 14-16=0/1376 WEBS 2-22=-57/1013, 3-22=-834/79, 3-21=-819/147, 4-21=-91/1131, 5-21=-329/24, 5-19=0/293, 5-18=-374/37, 16-18=0/1740, 8-18=0/1792, 8-16=-982/0, 1-24=0/1178, 11-14=0/1284 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 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) All plates are MT20 plates unless otherwise indicated. 6) All plates are 3x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 25=122, 13=171. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss C04 Truss Type Piggyback Base Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381342 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:55 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-HOSaDAfDHan4MDYswCDzfOhdaTrEBpXFDlrtkUyGwJ_ Scale = 1:83.8 1 2 3 4 5 6 7 8 9 10 1112 24 23 22 21 20 19 18 17 16 15 14 13 5x6 5x6 5x9 5x10 MT18HS 3x6 3x6 3x8 MT18HS 3x6 2x8 2x4 3x6 3x6 4x6 3x8 3x8 2x4 6x10 6x12 MT18HS 4x9 3x6 3x6 4x8 MT18HS 5x6 5-3-4 5-3-4 9-8-12 4-5-8 15-1-6 5-4-10 21-1-7 6-0-1 27-1-8 6-0-1 30-9-9 3-8-1 37-4-1 6-6-8 43-7-0 6-3-0 5-3-4 5-3-4 9-8-12 4-5-8 15-1-6 5-4-10 21-1-7 6-0-1 27-1-8 6-0-1 30-9-9 3-8-1 37-4-1 6-6-8 43-7-0 6-3-0 44-11-4 1-4-4 1-8-55-10-1410-6-1412-6-141-11-02-0-012-6-1410.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [2:0-3-0,0-2-1], [3:0-4-8,0-1-14], [4:0-7-4,0-2-4], [8:0-10-4,0-2-0], [11:0-3-0,0-1-12], [13:0-3-8,Edge], [18:0-3-12,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.61 0.61 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.37 0.16 (loc) 19 18-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 265 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-20,4-20,5-20,5-19,5-18,8-18,8-16,10-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-1 max.): 2-3, 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. 1 Row at midpt 7-18 WEBS 1 Row at midpt 3-20, 5-20, 5-18, 8-16, 10-16 REACTIONS.(lb/size) 24=1730/Mechanical, 13=1823/0-3-8 Max Horz 24=-110(LC 4) Max Uplift 24=-122(LC 4), 13=-171(LC 4) Max Grav 24=1778(LC 8), 13=1856(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1941/183, 2-3=-2355/249, 3-4=-2355/288, 4-5=-1794/272, 5-7=-1826/269, 7-8=-1816/268, 8-10=-1896/291, 10-11=-1959/199, 1-24=-1718/149, 11-13=-1789/204 BOT CHORD 22-23=0/1402, 20-22=0/2290, 19-20=0/1843, 18-19=0/1843, 14-16=0/1382 WEBS 2-23=-289/61, 2-22=-104/1448, 3-22=-1057/143, 3-20=-983/162, 4-20=-64/1092, 5-20=-331/21, 16-18=0/1445, 8-18=0/1290, 8-16=-486/0, 1-23=-5/1317, 11-14=0/1310 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) 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) 24=122, 13=171. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss C05 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381343 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:56 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-la0yQWgr2tvx_N72UvkCCbEqNt8ZwBRPRPaRGwyGwIz Scale = 1:82.5 1 2 3 4 5 6 7 8 9 1011 12 1314 26 25 24 23 22 21 20 19 18 17 16 15 27 28 4x6 8x14 MT18HS 5x10 MT18HS 5x6 3x6 5x9 3x6 3x4 3x6 2x4 2x4 3x6 3x6 5x9 3x8 3x8 3x8 2x4 6x12 4x9 3x4 2x4 4x9 3x4 4x6 2-10-8 2-10-8 7-4-0 4-5-8 15-1-6 7-9-7 21-1-7 6-0-1 27-1-8 6-0-1 30-9-9 3-8-1 34-11-9 4-2-0 39-2-13 4-3-4 43-7-0 4-4-4 2-10-8 2-10-8 7-4-0 4-5-8 11-2-11 3-10-11 15-1-6 3-10-11 21-1-7 6-0-1 27-1-8 6-0-1 30-9-9 3-8-1 34-11-9 4-2-0 39-2-13 4-3-4 43-7-0 4-4-4 44-11-4 1-4-4 1-8-53-10-1410-6-1412-6-141-11-02-0-012-6-1410.00 12 Plate Offsets (X,Y)-- [2:0-7-15,Edge], [3:0-5-0,0-1-14], [5:0-3-0,0-2-1], [9:0-7-4,0-2-0], [13:0-2-14,0-2-0], [15:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.48 0.73 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.54 0.18 (loc) 22-24 22-24 15 l/defl >999 >957 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 273 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-25,2-24,3-24,18-20,12-16,1-26,1-25,13-15,13-16: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-4 max.): 2-3, 5-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 8-20 WEBS 1 Row at midpt 6-22, 6-20, 9-18, 11-18, 11-16 REACTIONS.(lb/size) 26=1792/Mechanical, 15=1826/0-3-8 Max Horz 26=-110(LC 12) Max Uplift 26=-201(LC 4), 15=-174(LC 4) Max Grav 26=1842(LC 14), 15=1862(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1733/206, 2-3=-3005/294, 3-4=-3877/442, 4-5=-2357/313, 5-6=-1808/277, 6-8=-1837/275, 8-9=-1829/275, 9-11=-1872/312, 11-12=-1905/302, 12-13=-1827/174, 1-26=-1781/193, 13-15=-1831/185 BOT CHORD 24-25=0/1265, 22-24=0/2051, 21-22=0/1849, 20-21=0/1849, 8-20=-274/86, 16-18=0/1345 WEBS 2-25=-587/88, 2-24=-139/2151, 3-24=-2704/348, 4-24=-206/1678, 4-22=-865/190, 5-22=-104/1168, 6-22=-329/37, 18-20=0/1473, 9-20=0/1365, 9-18=-453/0, 11-18=-266/157, 12-16=-332/148, 1-25=-109/1406, 13-16=0/1353 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) 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) 26=201, 15=174. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 lb down and 29 lb up at 0-1-12, and 24 lb down and 32 lb up at 2-4-12, and 24 lb down and 32 lb up at 4-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) StandardContinued 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. November 26,2018 Job 1800555 Truss C05 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381343 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:56 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-la0yQWgr2tvx_N72UvkCCbEqNt8ZwBRPRPaRGwyGwIz LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-9=-60, 9-13=-60, 13-14=-60, 20-26=-20, 15-19=-20 Concentrated Loads (lb) Vert: 26=-27 27=-19 28=-19 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 1800555 Truss C06 Truss Type Piggyback Base Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381344 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:57 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-DmaKeshToB1ocXiE2dFRkpmzRGZMflLYg3K_oNyGwIy Scale = 1:80.3 1 2 3 4 5 6 7 8 9 10 1112 23 22 21 20 19 18 17 16 15 14 13 7x10 MT18HS 4x6 4x6 2x4 3x4 3x8 2x4 6x12 6x12 MT18HS 4x9 5x6 4x6 5x6 5-5-11 5-5-11 10-7-14 5-2-3 16-7-15 6-0-1 22-8-0 6-0-1 26-4-1 3-8-1 32-10-9 6-6-8 39-1-8 6-3-0 5-5-11 5-5-11 10-7-14 5-2-3 16-7-15 6-0-1 22-8-0 6-0-1 26-4-1 3-8-1 32-10-9 6-6-8 39-1-8 6-3-0 40-5-12 1-4-4 1-8-510-6-1412-6-141-11-02-0-012-6-1410.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [4:0-6-12,0-1-12], [8:0-10-4,0-2-0], [11:0-3-0,0-1-12], [13:Edge,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.59 0.44 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.24 0.10 (loc) 18-19 18-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 241 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-22,16-18,10-14,1-23,1-22,11-13,11-14: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-13 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. 1 Row at midpt 7-18 WEBS 1 Row at midpt 5-19, 8-16, 10-16 REACTIONS.(lb/size) 23=1552/0-3-8, 13=1645/0-3-8 Max Horz 23=-110(LC 4) Max Uplift 23=-105(LC 4), 13=-157(LC 4) Max Grav 23=1613(LC 8), 13=1678(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1764/166, 2-4=-1717/245, 4-5=-1561/252, 5-7=-1561/252, 7-8=-1545/246, 8-10=-1657/273, 10-11=-1751/183, 1-23=-1550/133, 11-13=-1612/190 BOT CHORD 20-22=0/1232, 19-20=0/1181, 18-19=0/1447, 7-18=-258/73, 14-16=0/1223 WEBS 4-20=-13/268, 4-19=-38/547, 5-19=-377/117, 16-18=0/1249, 8-18=0/1020, 8-16=-381/0, 10-16=-270/130, 1-22=0/1132, 11-14=0/1147 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 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) All plates are MT20 plates unless otherwise indicated. 6) All plates are 3x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=105, 13=157. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss C07 Truss Type Piggyback Base Qty 2 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381345 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:58 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-iz8irCi5ZV9fDhHRcKmgH0J7dgrqOBTivj3YKpyGwIx Scale = 1:75.6 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x8 MT18HS 4x6 2x4 3x4 3x8 6x6 2x4 6x12 5x6 4x9 2x4 4x6 5x6 5-5-11 5-5-11 10-7-14 5-2-3 16-7-15 6-0-1 22-8-0 6-0-1 26-4-1 3-8-1 33-6-13 7-2-12 40-9-8 7-2-11 -1-4-4 1-4-4 5-5-11 5-5-11 10-7-14 5-2-3 16-7-15 6-0-1 22-8-0 6-0-1 26-4-1 3-8-1 33-6-13 7-2-12 40-9-8 7-2-11 1-8-510-6-1412-6-140-6-52-0-012-6-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-4-4,0-2-0], [9:0-3-4,0-2-4], [12:0-1-1,0-0-14], [12:0-4-14,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.69 0.68 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.28 0.13 (loc) 17-18 17-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 237 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-21,15-17,11-13,2-22,2-21: 2x4 SPF Stud/No.3 WEDGE Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-5 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. 1 Row at midpt 8-17 WEBS 1 Row at midpt 6-18, 8-18, 9-15, 11-15 REACTIONS.(lb/size) 22=1712/0-3-8, 12=1618/0-3-8 Max Horz 22=75(LC 5) Max Uplift 22=-159(LC 4), 12=-111(LC 4) Max Grav 22=1738(LC 8), 12=1700(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1835/178, 3-5=-1813/256, 5-6=-1672/263, 6-8=-1671/263, 8-9=-1698/260, 9-11=-1871/277, 11-12=-2315/196, 2-22=-1674/189 BOT CHORD 19-21=0/1283, 18-19=0/1244, 17-18=0/1595, 13-15=-43/1615, 12-13=-43/1615 WEBS 5-19=-14/256, 5-18=-43/631, 6-18=-377/117, 15-17=0/1412, 9-17=0/1024, 9-15=-282/14, 11-15=-589/160, 11-13=0/319, 2-21=0/1222 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 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) All plates are MT20 plates unless otherwise indicated. 6) All plates are 3x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=159, 12=111. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss C08 Truss Type Piggyback Base Qty 3 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381346 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:18:59 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-A9i43XijKoHWrrsd92IvqDsIO4B57eXr8Np5sFyGwIw Scale = 1:76.2 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 4x6 3x6 3x6 4x6 3x6 4x6 2x4 3x6 3x6 3x6 3x4 3x8 6x6 2x4 6x12 5x6 4x9 3x6 2x4 5x6 5-2-7 5-2-7 10-4-6 5-1-15 16-6-7 6-2-1 22-8-8 6-2-1 26-0-9 3-4-1 33-3-5 7-2-12 40-6-0 7-2-11 5-2-7 5-2-7 10-4-6 5-1-15 16-6-7 6-2-1 22-8-8 6-2-1 26-0-9 3-4-1 33-3-5 7-2-12 40-6-0 7-2-11 1-11-410-6-1412-6-140-6-52-0-012-6-1410.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-4-4,0-2-0], [7:0-3-4,0-2-4], [10:0-1-1,0-0-14], [10:0-4-14,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.69 0.68 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.28 0.13 (loc) 15-16 15-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 234 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-19,13-15,9-11,1-20,1-19: 2x4 SPF Stud/No.3 WEDGE Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-7 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 1 Row at midpt 6-15 WEBS 1 Row at midpt 4-16, 6-16, 7-13, 9-13 REACTIONS.(lb/size) 20=1608/Mechanical, 10=1608/0-3-8 Max Horz 20=-65(LC 4) Max Uplift 20=-111(LC 4), 10=-110(LC 4) Max Grav 20=1670(LC 7), 10=1689(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1745/169, 2-3=-1770/252, 3-4=-1653/261, 4-6=-1652/261, 6-7=-1674/258, 7-9=-1855/275, 9-10=-2298/194, 1-20=-1609/138 BOT CHORD 17-19=0/1222, 16-17=0/1215, 15-16=0/1572, 11-13=-42/1603, 10-11=-42/1603 WEBS 2-19=-294/67, 3-16=-44/643, 4-16=-390/121, 13-15=0/1437, 7-15=0/1078, 7-13=-347/0, 9-13=-589/160, 9-11=0/319, 1-19=-11/1176 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=111, 10=110. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss C09 Truss Type Piggyback Base Qty 4 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381347 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:00 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-eLFSGtjM56PNT_Rpjlp8MRORGUVKs?V?M1YePiyGwIv Scale = 1:73.0 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 4x6 6x6 4x9 5x9 3x6 4x6 3x6 4x6 2x4 3x6 6x14 3x4 3x6 3x6 6x10 4x6 6x12 3x6 6x12 6x10 3x6 4x6 5-2-7 5-2-7 10-4-6 5-1-15 18-7-8 8-3-2 26-0-9 7-5-1 29-11-14 3-11-5 34-2-8 4-2-10 39-10-8 5-8-0 5-2-7 5-2-7 10-4-6 5-1-15 14-5-15 4-1-9 18-7-8 4-1-9 26-0-9 7-5-1 29-11-14 3-11-5 33-11-3 3-11-5 39-10-8 5-11-5 1-11-44-0-010-6-144-0-02-0-010-6-1410.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-2-15,Edge], [7:0-5-12,0-2-12], [9:0-5-8,0-3-4], [13:0-4-12,0-3-0], [18:Edge,0-3-8], [19:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.81 0.81 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.57 0.34 (loc) 13-14 15-17 11 l/defl >999 >832 n/a L/d 240 180 n/a PLATES MT20 Weight: 253 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-12: 2x4 SPF Stud/No.3, 18-20,13-16: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 10-11,2-21,11-13,1-22,1-21,9-14,8-14,8-15: 2x4 SPF Stud/No.3 10-13: 2x4 SPF-S 1650F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-14 max.): 3-7, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-17 WEBS 1 Row at midpt 4-19 REACTIONS.(lb/size) 11=1581/0-3-8, 22=1583/Mechanical Max Horz 22=9(LC 4) Max Uplift 11=-122(LC 4), 22=-111(LC 4) Max Grav 11=1601(LC 7), 22=1640(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1712/170, 2-3=-1723/245, 3-4=-1333/235, 4-5=-1999/264, 5-7=-2013/262, 7-8=-2426/267, 8-9=-3134/263, 9-10=-4427/351, 10-11=-1504/143, 1-22=-1579/139 BOT CHORD 19-21=-26/1200, 5-17=-374/123, 15-17=0/1774, 14-15=-67/2420, 13-14=-253/4485, 9-13=-1251/163 WEBS 2-21=-285/66, 3-19=-47/713, 4-19=-980/63, 17-19=0/1555, 4-17=-16/828, 7-15=-33/989, 10-13=-319/4524, 1-21=-12/1154, 9-14=-2235/200, 8-14=-36/898, 8-15=-1121/146 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=122, 22=111. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss C10 Truss Type Piggyback Base Qty 2 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381348 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:01 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-6YprTDk_sQXE4800HSKNvexhqtvYbY38bhICx8yGwIu Scale = 1:73.8 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 4x6 5x6 3x6 7x10 MT18HS 4x6 4x6 3x6 4x6 4x6 3x6 4x6 2x4 3x6 3x6 6x10 3x6 6x8 2x4 3x8 3x4 3x6 6x12 5-2-7 5-2-7 10-4-6 5-1-15 18-7-8 8-3-2 25-1-1 6-5-9 31-10-2 6-9-1 36-0-0 4-1-14 39-10-8 3-10-8 5-2-7 5-2-7 10-4-6 5-1-15 14-5-15 4-1-9 18-7-8 4-1-9 25-1-1 6-5-9 31-10-2 6-9-1 36-0-0 4-1-14 39-10-8 3-10-8 1-11-410-6-143-10-92-0-010-6-1410.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-3-0,0-2-1], [8:0-6-12,0-1-12], [17:0-6-4,0-4-0], [18:Edge,0-3-8], [19:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.50 0.55 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.33 0.17 (loc) 18-19 18-19 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 242 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-12: 2x4 SPF Stud/No.3 WEBS 2x4 SPF No.2 *Except* 2-21,9-14,1-22,1-21,10-11,11-13,10-13: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-8 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-17 WEBS 1 Row at midpt 4-19, 5-15, 7-15 REACTIONS.(lb/size) 22=1583/Mechanical, 11=1583/0-3-8 Max Horz 22=9(LC 4) Max Uplift 22=-114(LC 4), 11=-118(LC 4) Max Grav 22=1627(LC 7), 11=1614(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1698/173, 2-3=-1708/250, 3-4=-1312/238, 4-5=-1979/268, 5-7=-1847/258, 7-8=-1848/258, 8-9=-1724/222, 9-10=-1542/148, 1-22=-1567/141, 10-11=-1563/121 BOT CHORD 19-21=-29/1202, 15-17=0/1942, 14-15=0/1242, 13-14=0/1120, 9-13=-449/68 WEBS 2-21=-285/67, 3-19=-55/716, 4-19=-1008/70, 17-19=0/1525, 4-17=-14/839, 7-15=-415/130, 8-15=-74/877, 1-21=-16/1157, 10-13=-17/1210 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=114, 11=118. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss C11 Truss Type Piggyback Base Qty 2 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381349 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:04 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-W7Vz6Fms9Lwoxckaybt4XHZ5D5rBormaHfXsYTyGwIr Scale = 1:93.3 1 2 3 4 5 6 7 8 9 10 11 12 132928272625 24 23 22 21 20 19 18 17 16 15 14 30 31 32 33 34 35 36 37 5x6 3x6 5x6 3x6 3x6 4x6 4x6 4x6 4x6 3x4 5x9 3x4 4x12 2x4 6x12 4x6 6x14 2x4 4x9 5x10 MT18HS 3x6 6x12 6x10 6x6 6x14 3x8 7x12 3x6 1-0-8 1-0-8 5-2-7 4-1-15 10-4-6 5-1-15 18-7-8 8-3-2 25-2-13 6-7-5 31-10-2 6-7-5 36-3-8 4-5-6 39-2-12 2-11-4 43-2-0 3-11-4 43-2-8 0-0-8 49-7-0 6-4-8 5-2-7 5-2-7 10-4-6 5-1-15 14-5-15 4-1-9 18-7-8 4-1-9 25-2-13 6-7-5 31-10-2 6-7-5 36-3-8 4-5-6 39-2-12 2-11-4 43-2-8 3-11-12 49-7-0 6-4-8 50-11-4 1-4-4 1-11-410-6-144-5-012-6-141-2-142-0-012-6-1410.00 12 6.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-10], [3:0-3-4,0-2-4], [8:0-7-0,0-2-0], [12:0-2-12,0-2-0], [16:0-10-12,0-3-4], [24:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.94 0.88 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.48 0.26 (loc) 21-23 21-23 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 299 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 26-29,16-18: 2x4 SP No.1, 9-18,11-15: 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 2-25,3-25,4-25,23-25,4-23,5-21,7-21,8-21,8-20,11-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-3-12 oc bracing: 16-17 6-0-0 oc bracing: 14-15. 1 Row at midpt 5-23 WEBS 1 Row at midpt 5-21, 7-21, 12-16, 2-28 2 Rows at 1/3 pts 4-25 REACTIONS.(lb/size) 29=-407/Mechanical, 16=2493/0-3-8, 14=-7/0-8-0, 28=2123/0-3-8 Max Horz 29=-125(LC 6) Max Uplift 29=-676(LC 19), 16=-120(LC 6), 14=-241(LC 29), 28=-128(LC 31) Max Grav 16=2773(LC 19), 14=245(LC 26), 28=2683(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-112/297, 2-3=-2041/257, 3-4=-1575/244, 4-5=-2790/258, 5-7=-2786/259, 7-8=-2787/259, 8-9=-2643/240, 9-10=-2832/205, 10-11=-1283/185, 11-12=-68/1542, 1-29=-21/544, 12-14=-262/269 BOT CHORD 27-28=0/1198, 25-27=0/1198, 5-23=-550/113, 21-23=0/2809, 20-21=0/2022, 19-20=0/2164, 9-19=0/265, 16-17=-1339/119, 11-16=-2821/193 WEBS 2-25=-24/490, 3-25=-59/934, 4-25=-1805/50, 23-25=0/2167, 4-23=0/1393, 7-21=-795/128, 8-21=-51/1223, 8-20=0/536, 9-20=-618/97, 17-19=0/1376, 10-19=0/1225, 10-17=-2027/62, 11-17=-82/2743, 12-16=-1400/72, 14-16=0/255, 1-28=-591/126, 2-28=-2425/90 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 29=676, 16=120, 14=241, 28=128. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss C11 Truss Type Piggyback Base Qty 2 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381349 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:04 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-W7Vz6Fms9Lwoxckaybt4XHZ5D5rBormaHfXsYTyGwIr NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 201 lb down and 16 lb up at 45-0-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-8=-60, 8-10=-60, 10-12=-60, 12-13=-60, 24-29=-20, 19-23=-20, 16-18=-20, 14-15=-20 Concentrated Loads (lb) Vert: 37=-169 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 1800555 Truss C12 Truss Type Piggyback Base Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381350 8.220 s Aug 13 2018 MiTek Industries, Inc. Wed Nov 21 15:59:05 2018 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:DLOlyPqTReoQQ_vxQokCqVyZon9-Lu6QQQ65kggZhjm8sVlmpsVQLyJtrjX_OiePKoyGvjK Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 29 /\ 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 3839 40 41 42 43 44 45 6x6 7x10 MT18HS 4x6 5x9 5x6 4x6 3x4 4x9 4x6 4x6 3x4 4x9 5x9 4x6 4x6 3x6 4x12 4x9 3x8 7x12 4x12 7x10 MT18HS 4x6 3x8 4x6 6x12 1-8-6 1-8-6 4-10-1 3-1-11 10-4-6 5-6-5 17-6-14 7-2-8 24-7-10 7-0-12 31-10-2 7-2-8 36-0-0 4-1-14 39-2-12 3-2-12 43-0-4 3-9-8 43-2-8 0-2-4 49-7-0 6-4-8 1-8-6 1-8-6 4-10-1 3-1-11 10-4-6 5-6-5 17-6-14 7-2-8 24-7-10 7-0-12 31-10-2 7-2-8 36-0-0 4-1-14 39-2-12 3-2-12 43-2-8 3-11-12 49-7-0 6-4-8 50-11-4 1-4-4 1-11-410-6-144-5-012-6-141-2-142-0-012-6-1410.00 12 6.00 12 Plate Offsets (X,Y)-- [4:0-7-4,0-2-4], [8:0-6-0,0-2-0], [12:0-2-12,0-2-4], [14:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.87 0.82 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.45 0.31 (loc) 22-24 20-22 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 302 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,6-8: 2x6 SPF No.2, 10-13: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 27-29: 2x4 SP 2400F 2.0E, 3-27,9-18: 2x4 SPF Stud/No.3 16-18: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 4-25,4-24,5-24,7-24,7-22,7-20,8-20,1-29: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 27-28,16-17. WEBS 1 Row at midpt 4-25, 5-24, 7-24, 7-20 JOINTS 1 Brace at Jt(s): 25 REACTIONS.(lb/size) 29=0/Mechanical, 16=2391/0-3-8 (req. 0-3-11), 14=295/0-8-0, 28=1769/0-3-8 Max Horz 28=-125(LC 6) Max Uplift 29=REL, 16=-138(LC 6), 14=-135(LC 6), 28=-134(LC 6) Max Grav 16=2575(LC 19), 14=448(LC 26), 28=2070(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-39=-2127/55, 3-39=-2075/58, 3-4=-2488/191, 4-40=-2848/250, 5-40=-2849/250, 5-41=-2848/250, 41-42=-2848/250, 6-42=-2848/250, 6-7=-2848/250, 7-43=-2158/229, 8-43=-2157/229, 8-44=-2762/245, 9-44=-2832/228, 9-10=-3227/219, 10-11=-1806/206, 11-45=0/380, 12-14=-375/170 BOT CHORD 3-26=-497/144, 25-26=0/1622, 24-25=0/1886, 23-24=0/2940, 22-23=0/2940, 21-22=0/2940, 20-21=0/2940, 19-20=0/2468, 9-19=-6/577, 16-17=-363/62, 11-16=-2390/194, 14-15=0/342 WEBS 3-25=-131/312, 4-24=-75/1459, 5-24=-844/129, 7-22=0/290, 7-20=-1172/52, 8-20=-42/1308, 9-20=-811/107, 17-19=0/1822, 10-19=0/1063, 10-17=-1925/51, 11-17=-38/2109, 12-15=-424/17, 2-28=-1951/32, 2-26=0/1702 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) WARNING: Required bearing size at joint(s) 16 greater than input bearing size. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 16, 135 lb uplift at joint 14 and 134 lb uplift at joint 28. 12) "/\" indicates Released bearing: allow for upward movement at joint(s) 29.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. November 26,2018 Job 1800555 Truss C12 Truss Type Piggyback Base Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381350 8.220 s Aug 13 2018 MiTek Industries, Inc. Wed Nov 21 15:59:05 2018 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:DLOlyPqTReoQQ_vxQokCqVyZon9-Lu6QQQ65kggZhjm8sVlmpsVQLyJtrjX_OiePKoyGvjK NOTES- 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 448 lb down and 73 lb up at 45-0-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 15) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-8=-60, 8-10=-60, 10-12=-60, 12-13=-60, 27-29=-20, 19-26=-20, 16-18=-20, 14-15=-20 Concentrated Loads (lb) Vert: 45=-420 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 1800555 Truss C13 Truss Type Piggyback Base Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381351 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:09 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-t4Is9yq?_tY52NdYl8TFDKG_16ZPT6SJRxEdDgyGwIm Scale = 1:94.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 39 40 41 42 43 44 3x6 10x12 MT18HS 4x6 6x6 5x6 6x12 3x6 4x6 3x4 6x6 3x4 3x6 5x6 7x12 6x12 4x6 3x6 4x6 4x9 3x6 6x10 6x10 6x14 3x6 3x8 4x6 3x8 4x6 2-10-7 2-10-7 10-4-6 7-5-15 17-6-14 7-2-8 24-7-10 7-0-12 31-10-2 7-2-8 36-0-0 4-1-14 39-2-12 3-2-12 43-2-0 3-11-4 43-2-8 0-0-8 46-3-0 3-0-8 49-7-0 3-4-0 1-6-15 1-6-15 2-10-7 1-3-7 10-4-6 7-5-15 17-6-14 7-2-8 24-7-10 7-0-12 31-10-2 7-2-8 36-0-0 4-1-14 39-2-12 3-2-12 43-2-8 3-11-12 46-3-0 3-0-8 49-7-0 3-4-0 50-11-4 1-4-4 1-11-410-6-144-5-012-6-141-2-142-0-012-6-1410.00 12 6.00 12 Plate Offsets (X,Y)-- [4:0-2-15,Edge], [8:0-3-0,0-2-1], [13:0-2-15,0-2-0], [18:0-9-12,0-1-8], [21:0-6-8,0-4-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.81 0.81 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.47 0.41 (loc) 23-25 23-25 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 302 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x4 SPF-S 1650F 1.6E, 8-10,10-14: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-20,11-17: 2x4 SPF Stud/No.3, 18-20: 2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 2-28,3-27,4-27,4-25,5-25,5-23,7-23,8-23,8-22,11-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-5 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-4-15 oc bracing: 18-19 6-0-0 oc bracing: 16-17,15-16. WEBS 1 Row at midpt 3-27, 5-25, 5-23, 7-23 REACTIONS.(lb/size) 15=-156/0-8-0, 18=2531/0-3-8, 30=1658/Mechanical Max Horz 30=-125(LC 6) Max Uplift 15=-399(LC 19), 18=-145(LC 6), 30=-127(LC 6) Max Grav 15=132(LC 26), 18=2818(LC 19), 30=1935(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-299/68, 2-3=-3181/31, 3-4=-2824/201, 4-5=-2951/260, 5-7=-2929/267, 7-8=-2931/268, 8-9=-2656/244, 9-10=-2879/203, 10-11=-1156/188, 11-12=0/2088, 12-13=0/736, 1-30=-364/60, 13-15=-107/415 BOT CHORD 29-30=0/870, 28-29=0/1869, 3-28=0/275, 27-28=0/2697, 25-27=0/2119, 23-25=0/2950, 22-23=0/2040, 21-22=0/2201, 9-21=0/294, 18-19=-1807/123, 11-18=-3011/194 WEBS 2-29=-1980/0, 2-28=0/2955, 3-27=-1155/62, 4-27=0/444, 4-25=-55/1260, 5-25=-809/126, 7-23=-845/142, 8-23=-59/1349, 8-22=0/481, 9-22=-599/88, 19-21=0/1245, 10-21=0/1311, 10-19=-2089/61, 11-19=-90/3153, 16-18=-708/42, 12-18=-1225/93, 12-16=0/708, 2-30=-1855/89, 13-16=-629/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=399, 18=145, 30=127. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss C14 Truss Type Piggyback Base Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381352 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:11 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-pTQdaesFVUopHhnxsZVkJlMLBvIox?_cuFjkIZyGwIk Scale = 1:95.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 39 40 41 42 43 44 29 6x8 5x10 MT18HS 3x8 6x8 5x6 6x8 3x4 3x4 3x4 3x4 7x12 6x6 3x4 3x4 3x6 2x8 5x9 2x8 3x6 5x6 3x6 10x12 5x9 4x9 4x6 3x8 3x6 5x9 2x4 2x4 2x4 2x4 2x8 2x4 2x8 2x4 2x8 5-7-0 5-7-0 10-4-6 4-9-6 18-10-11 8-6-5 23-4-8 4-5-13 27-5-0 4-0-8 31-10-2 4-5-2 35-11-8 4-1-6 39-2-12 3-3-4 43-2-0 3-11-4 43-2-8 0-0-8 46-4-12 3-2-4 49-7-0 3-2-4 0-9-10 0-9-10 5-7-0 4-9-6 10-4-6 4-9-6 16-1-10 5-9-4 21-7-13 5-6-2 27-5-0 5-9-3 31-10-2 4-5-2 35-11-8 4-1-6 39-2-12 3-3-4 43-2-8 3-11-12 46-4-12 3-2-4 49-7-0 3-2-4 50-11-4 1-4-4 0-9-48-6-142-5-012-6-141-2-144-0-012-6-1410.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-7-4,0-2-4], [8:0-6-4,0-2-0], [13:0-2-15,0-2-0], [18:0-6-0,Edge], [19:0-3-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.70 0.62 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.46 0.20 (loc) 24-25 24-25 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 390 lb FT = 0% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 26-29: 2x10 SP 2250F 1.9E, 18-20: 2x4 SP No.1 11-17: 2x4 SPF Stud/No.3, 24-26: 2x10 SP No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-27,4-27,4-25,5-25,5-24,8-24,8-20,11-19: 2x4 SPF No.2 8-22: 2x4 SPF-S 1650F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-14 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-9-5 oc bracing: 18-19 6-0-0 oc bracing: 16-17,15-16. 1 Row at midpt 7-24 10-0-0 oc bracing: 23-24 WEBS 1 Row at midpt 4-27, 5-25, 5-24, 8-22 JOINTS 1 Brace at Jt(s): 25, 24 REACTIONS.(lb/size) 29=1671/Mechanical, 15=-90/0-8-0, 18=2460/0-3-8 Max Horz 29=-181(LC 6) Max Uplift 29=-94(LC 6), 15=-330(LC 19), 18=-172(LC 6) Max Grav 29=1935(LC 19), 15=180(LC 26), 18=2745(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3316/223, 2-3=-2868/250, 3-4=-2207/235, 4-5=-3021/262, 5-7=-2743/261, 7-8=-2732/260, 8-9=-2059/373, 9-10=-2031/253, 10-11=-1276/172, 11-12=-51/1860, 12-13=0/627, 13-15=-155/346 BOT CHORD 1-28=0/2464, 27-28=0/2464, 25-27=0/2905, 24-25=0/3074, 7-24=-608/92, 9-20=-488/138, 19-20=0/1153, 18-19=-1610/174, 11-18=-2915/233 WEBS 2-28=0/461, 2-27=-772/120, 3-27=-51/1386, 4-27=-1220/72, 4-25=0/356, 5-24=-558/45, 22-24=0/1918, 8-24=0/2887, 8-22=-1936/0, 20-22=0/1483, 8-20=-92/788, 10-20=0/601, 10-19=-1283/108, 11-19=-132/3055, 12-16=0/600, 13-16=-532/5, 12-18=-1110/124, 16-18=-590/61 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29 except (jt=lb) 15=330, 18=172.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. November 26,2018 Job 1800555 Truss C14 Truss Type Piggyback Base Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381352 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:11 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-pTQdaesFVUopHhnxsZVkJlMLBvIox?_cuFjkIZyGwIk NOTES- 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 1800555 Truss C15 Truss Type Piggyback Base Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381353 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:14 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-E26lCgu8oPAO88VVYh3RwOzpJ7Fn8Mq2aCyOuuyGwIh Scale = 1:97.5 1 2 3 4 5 6 7 8 9 10 11 1213 27 26 25 24 23 22 21 20 19 18 17 16 15 14 42 43 44 45 46 47 48 4x8 MT18HS 5x9 6x6 5x10 MT18HS 4x6 9x14 MT18HS 7x12 4x9 3x4 5x6 3x6 5x9 3x4 3x4 5x9 3x8 4x6 3x6 4x6 10x12 4x12 4x9 6x12 3x6 4x6 3x8 4-2-3 4-2-3 10-4-6 6-2-3 18-10-11 8-6-5 27-5-0 8-6-5 31-10-2 4-5-2 39-2-12 7-4-10 43-2-0 3-11-4 43-2-8 0-0-8 46-3-0 3-0-8 49-7-0 3-4-0 4-2-3 4-2-3 10-4-6 6-2-3 16-0-9 5-8-3 21-8-13 5-8-3 27-5-0 5-8-3 31-10-2 4-5-2 39-2-12 7-4-10 43-2-8 3-11-12 46-3-0 3-0-8 49-7-0 3-4-0 50-11-4 1-4-4 3-2-158-6-142-5-012-6-141-2-144-0-012-6-1410.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-7-0,0-3-0], [8:Edge,0-3-8], [12:0-2-15,0-2-0], [18:0-3-8,0-2-0], [21:0-2-0,0-3-0], [21:0-3-0,0-3-0], [26:0-3-8,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.84 0.93 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.55 0.20 (loc) 22-23 22-23 17 l/defl >999 >945 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 331 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-2,9-13: 2x4 SPF No.2, 8-9: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 10-16: 2x4 SPF Stud/No.3, 22-24: 2x4 SPF-S 1650F 1.6E 17-19: 2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 1-26,3-25,4-25,4-23,5-23,5-22,8-22,8-20,9-20,10-18: 2x4 SPF No.2 21-36: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-6 max.): 1-2, 3-8. BOT CHORD Rigid ceiling directly applied or 5-9-9 oc bracing. Except: 1 Row at midpt 7-22 10-0-0 oc bracing: 21-22 WEBS 1 Row at midpt 1-27, 4-25, 5-23, 5-22, 8-20, 9-20 JOINTS 1 Brace at Jt(s): 1, 21, 23, 22, 20 REACTIONS.(lb/size) 27=1687/Mechanical, 14=48/0-8-0, 17=2299/0-3-8 Max Horz 27=-188(LC 6) Max Uplift 27=-129(LC 6), 14=-167(LC 21), 17=-156(LC 6) Max Grav 27=2291(LC 21), 14=271(LC 30), 17=2569(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-2228/147, 1-2=-2660/194, 2-3=-2956/239, 3-4=-2257/245, 4-5=-3052/269, 5-7=-2794/259, 7-8=-2781/261, 8-9=-2348/274, 9-10=-1556/193, 10-11=-6/1301, 11-12=-1/422 BOT CHORD 25-26=0/2752, 23-25=0/2928, 22-23=0/3114, 7-22=-584/50, 18-20=0/1410, 17-18=-1127/146, 10-17=-2645/193 WEBS 1-26=-195/3234, 2-26=-1894/182, 2-25=-647/119, 3-25=-13/1404, 4-25=-1202/64, 4-23=0/379, 5-22=-552/63, 20-22=0/1933, 8-22=0/2188, 8-20=-855/0, 9-20=-77/398, 9-18=-1148/139, 10-18=-136/2805, 15-17=-391/38, 11-17=-798/104, 11-15=0/424, 12-15=-353/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 27=129, 14=167, 17=156. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss C15 Truss Type Piggyback Base Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381353 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:14 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-E26lCgu8oPAO88VVYh3RwOzpJ7Fn8Mq2aCyOuuyGwIh NOTES- 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 1800555 Truss C16 Truss Type Piggyback Base Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381354 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:16 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-AQDWdMwOK1Q5OSfuf65v0p38cwwKcFpL2WRVzmyGwIf Scale = 1:85.6 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 31 32 33 34 35 36 4x6 6x10 5x10 MT18HS 6x6 4x9 9x14 MT18HS 7x12 4x9 2x8 5x6 3x6 5x9 4x9 4x6 3x4 4x6 12x12 5x9 4x6 3x6 5x6 3x4 6-7-0 6-7-0 10-4-6 3-9-6 18-10-11 8-6-5 27-5-0 8-6-5 31-10-2 4-5-2 39-2-12 7-4-10 43-2-0 3-11-4 6-7-0 6-7-0 10-4-6 3-9-6 16-0-9 5-8-3 21-8-13 5-8-3 27-5-0 5-8-3 31-10-2 4-5-2 39-2-12 7-4-10 43-2-0 3-11-4 5-2-158-6-142-5-012-6-144-5-64-0-012-6-1410.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-1-14], [3:0-3-0,0-2-1], [8:Edge,0-3-8], [11:Edge,0-1-8], [15:0-3-0,0-3-0], [20:0-3-8,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.91 0.92 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.60 0.30 (loc) 16-17 16-17 11 l/defl >999 >857 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 299 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-6,6-8: 2x6 SPF No.2, 8-9: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SPF-S 1650F 1.6E, 22-23: 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 1-21: 2x6 SPF No.2 1-20,3-19,4-19,4-17,5-17,5-16,8-16,8-14,9-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 1-2, 3-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-16 10-0-0 oc bracing: 15-16 WEBS 1 Row at midpt 1-21, 2-20, 4-19, 5-17, 5-16 2 Rows at 1/3 pts 8-14 JOINTS 1 Brace at Jt(s): 1, 17, 16 REACTIONS.(lb/size) 21=1712/Mechanical, 11=1712/Mechanical Max Horz 21=-127(LC 6) Max Uplift 21=-136(LC 6), 11=-144(LC 6) Max Grav 21=2500(LC 20), 11=2001(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-2413/177, 1-2=-2597/205, 2-3=-3111/266, 3-4=-2305/235, 4-5=-3201/270, 5-7=-2956/262, 7-8=-2941/265, 8-9=-2126/273, 9-10=-1334/161, 10-11=-1974/161 BOT CHORD 19-20=0/2649, 17-19=0/3071, 16-17=0/3265, 7-16=-583/50, 12-14=-18/1208 WEBS 1-20=-179/3163, 2-20=-1923/161, 2-19=-544/110, 3-19=-79/1657, 4-19=-1324/83, 4-17=0/397, 5-16=-533/58, 14-16=0/2152, 8-16=0/2894, 8-14=-1622/0, 9-14=0/492, 9-12=-1232/145, 10-12=-99/1782 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=136, 11=144. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss C17 Truss Type Piggyback Base Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381355 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:18 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-6pLG21xesegpdlpHnX7N5E8Udkdz47yeVqwb1fyGwId Scale = 1:90.0 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 31 32 33 34 35 4x8 MT18HS 4x6 5x9 7x10 MT18HS 4x9 9x14 MT18HS 7x12 4x9 2x8 5x6 3x6 5x6 5x6 4x9 4x6 4x6 12x12 6x10 4x9 3x6 5x6 3x4 3x4 8-11-12 8-11-12 10-4-6 1-4-10 18-10-11 8-6-5 27-5-0 8-6-5 31-10-2 4-5-2 39-2-12 7-4-10 43-2-0 3-11-4 4-7-10 4-7-10 8-11-12 4-4-2 10-4-6 1-4-10 16-0-9 5-8-3 21-8-13 5-8-3 27-5-0 5-8-3 31-10-2 4-5-2 39-2-12 7-4-10 43-2-0 3-11-4 7-2-158-6-142-5-012-6-144-5-64-0-012-6-1410.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12], [4:0-2-15,Edge], [9:Edge,0-3-8], [12:Edge,0-1-8], [13:0-3-8,0-2-0], [16:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.94 0.85 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.59 0.31 (loc) 17-18 17-18 12 l/defl >999 >878 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 309 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-7,7-9: 2x6 SPF No.2, 9-10: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 17-19: 2x4 SPF-S 1650F 1.6E, 23-24: 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 2-22,2-21,3-20,4-20,5-20,5-18,6-18,6-17,9-17,9-15,10-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-8 max.): 1-3, 4-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 8-17 10-0-0 oc bracing: 16-17 WEBS 1 Row at midpt 2-22, 3-21, 5-20, 6-18, 6-17 2 Rows at 1/3 pts 9-15 JOINTS 1 Brace at Jt(s): 1, 17 REACTIONS.(lb/size) 22=1715/Mechanical, 12=1715/Mechanical Max Horz 22=-136(LC 6) Max Uplift 22=-143(LC 6), 12=-144(LC 6) Max Grav 22=2673(LC 21), 12=2042(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2574/216, 3-4=-3120/278, 4-5=-2526/235, 5-6=-3319/271, 6-8=-3033/262, 8-9=-3018/265, 9-10=-2175/273, 10-11=-1362/161, 11-12=-2015/161 BOT CHORD 21-22=0/1554, 20-21=0/2595, 18-20=0/3200, 17-18=0/3373, 8-17=-580/50, 13-15=-18/1233 WEBS 2-22=-2811/174, 2-21=-75/1952, 3-21=-1539/124, 3-20=-524/87, 4-20=-104/1509, 5-20=-1205/88, 5-18=0/373, 6-17=-587/58, 15-17=0/2203, 9-17=0/2977, 9-15=-1666/0, 10-15=0/508, 10-13=-1261/145, 11-13=-99/1819 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=143, 12=144. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss C18 Truss Type Piggyback Base Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381356 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:19 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-a?veFNyGdyogFvOTKEfcdRhl58yzpeSokUf9a5yGwIc Scale = 1:87.3 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 4x8 MT18HS 5x6 3x6 6x12 3x6 3x6 3x4 5x6 3x6 4x6 4x6 3x4 3x4 3x4 10x12 8x14 MT18HS 4x9 3x6 3x4 9-4-0 9-4-0 18-4-8 9-0-8 27-5-0 9-0-8 31-10-2 4-5-2 38-11-3 7-1-1 43-2-0 4-2-13 7-0-14 7-0-14 13-10-4 6-9-6 20-7-10 6-9-6 27-5-0 6-9-6 31-10-2 4-5-2 38-11-3 7-1-1 43-2-0 4-2-13 8-6-142-5-1412-6-146-5-144-0-012-6-1410.00 12 Plate Offsets (X,Y)-- [8:1-0-0,0-1-12], [15:0-3-0,0-3-0], [18:0-2-7,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.51 0.93 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.58 0.25 (loc) 16-17 16-17 11 l/defl >999 >888 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 289 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 21-22: 2x4 SPF Stud/No.3 WEBS 2x4 SPF No.2 *Except* 10-11,14-16,9-12,21-23,22-24,24-25,26-27,28-29: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-5 max.): 1-8, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. 1 Row at midpt 7-16 10-0-0 oc bracing: 15-16 WEBS 1 Row at midpt 1-20, 4-19, 5-17, 5-16, 8-14, 9-11 2 Rows at 1/3 pts 2-20 JOINTS 1 Brace at Jt(s): 1, 10, 17, 16 REACTIONS.(lb/size) 20=1715/Mechanical, 11=1715/Mechanical Max Horz 20=-124(LC 4) Max Uplift 20=-146(LC 4), 11=-136(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1526/212, 4-5=-2187/265, 5-7=-2106/262, 7-8=-2088/262, 8-9=-1723/260 BOT CHORD 19-20=0/1231, 17-19=0/1949, 16-17=0/2242, 7-16=-308/85, 12-14=-13/1057, 11-12=-15/1055 WEBS 2-20=-1871/172, 2-19=-11/1036, 4-19=-928/129, 4-17=0/479, 5-16=-313/47, 14-16=0/1610, 8-16=0/1878, 8-14=-1058/0, 9-11=-1919/161 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=146, 11=136. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss C19 Truss Type Roof Special Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381357 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:20 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-2CT0TjzuOFxXs3zfuyArAfDxlYLUY45xz8Pi6XyGwIb Scale = 1:90.6 1 2 3 4 5 6 7 8 9 10 11 12 25 24 2322 21 20 19 18 17 16 15 14 13 3x8 4x6 5x9 5x6 3x6 6x12 6x6 3x6 2x4 2x4 4x9 4x9 2x4 4x9 2x4 4x12 8x8 3x4 3x4 3x8 2x4 3x4 5x9 4x6 6x6 3x6 2x4 4x6 5-9-7 5-9-7 11-6-14 5-9-7 14-3-6 2-8-8 19-11-6 5-8-0 31-3-5 11-3-15 36-6-6 5-3-1 40-9-9 4-3-3 43-2-0 2-4-7 5-9-7 5-9-7 11-6-14 5-9-7 13-4-0 1-9-1 14-3-6 0-11-6 19-11-6 5-8-0 25-7-5 5-8-0 31-3-5 5-8-0 36-6-6 5-3-1 40-9-9 4-3-3 43-2-0 2-4-7 7-4-138-10-64-5-1413-0-86-8-54-0-012-10-610.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-0-15], [4:0-3-0,0-2-1], [9:0-3-7,Edge], [10:0-6-0,0-1-14], [11:0-3-7,Edge], [12:0-2-12,0-1-8], [21:0-2-8,0-2-8], [22:0-1-8,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.46 0.72 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.95 0.14 (loc) 17-19 17-19 13 l/defl >999 >543 n/a L/d 240 180 n/a PLATES MT20 Weight: 317 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 5-20,21-23: 2x4 SPF No.2, 26-27: 2x4 SPF Stud/No.3 WEBS 2x4 SPF No.2 *Except* 1-25,2-24,3-22,19-21,12-13,12-14,22-26,21-27: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-3 max.): 1-3, 4-9, 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-21 10-0-0 oc bracing: 20-21 WEBS 1 Row at midpt 2-25, 3-22, 6-19, 8-17, 10-14, 12-13 JOINTS 1 Brace at Jt(s): 1, 21 REACTIONS.(lb/size) 25=1715/Mechanical, 13=1715/Mechanical Max Horz 25=-117(LC 4) Max Uplift 25=-142(LC 4), 13=-135(LC 4) Max Grav 25=1715(LC 1), 13=1724(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2010/245, 3-4=-2616/357, 4-5=-1942/265, 5-6=-1945/266, 6-8=-1567/290, 8-9=-1284/263, 9-10=-1707/283, 10-11=-539/142, 11-12=-707/175, 12-13=-1713/176 BOT CHORD 24-25=0/1220, 22-24=0/1220, 21-22=0/1837, 17-19=0/1411, 15-17=-1/1154, 14-15=-0/1155 WEBS 2-25=-1936/161, 2-22=-93/1240, 3-22=-1745/286, 4-21=-57/562, 19-21=0/1818, 6-21=0/797, 6-19=-1021/74, 8-17=-600/90, 9-17=-67/698, 10-14=-1541/141, 11-14=-80/252, 12-14=-37/1337, 4-22=-153/900 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 25=142, 13=135. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss C20 Truss Type Roof Special Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381358 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:21 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-WO1Pg3zX9Z3OUDYsSfh4jsm1bxfqHYp4Bo8Fe_yGwIa Scale = 1:83.3 1 2 3 4 5 6 7 8 910 11 12 23 22 21 20 19 18 17 16 15 14 13 4x8 MT18HS 3x4 5x10 MT18HS 5x6 3x6 10x10 8x8 6x12 MT18HS 7x12 2x4 4x6 3x6 4x6 4x9 3x8 3x8 2x4 3x8 3x4 4x9 3x4 5x6 3x6 9-2-2 9-2-2 12-3-6 3-1-5 19-4-15 7-1-9 26-6-9 7-1-9 34-1-9 7-7-1 38-4-12 4-3-3 43-2-0 4-9-4 4-8-13 4-8-13 9-2-2 4-5-5 10-11-3 1-9-1 12-3-6 1-4-3 19-4-15 7-1-9 26-6-9 7-1-9 33-8-2 7-1-9 34-1-9 0-5-7 38-4-12 4-3-3 43-2-0 4-9-4 5-4-136-10-66-5-1411-0-86-8-54-0-010-10-610.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-0-15], [4:0-3-0,0-2-1], [9:0-7-7,Edge], [10:0-5-4,Edge], [11:0-9-7,Edge], [12:0-3-0,0-1-12], [13:Edge,0-1-8], [19:0-3-8,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.77 0.77 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.48 0.14 (loc) 22-23 22-23 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 289 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-10: 2x8 SP No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-23,2-23,2-22,3-22,4-21,12-13,4-22: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-8 max.): 1-3, 4-9, 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-23, 3-22, 6-19, 6-17, 8-17, 9-15, 12-13, 10-14 REACTIONS.(lb/size) 23=1715/Mechanical, 13=1715/Mechanical Max Horz 23=-107(LC 4) Max Uplift 23=-142(LC 4), 13=-140(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2344/240, 3-4=-3036/348, 4-5=-2293/279, 5-6=-2304/283, 6-8=-1723/288, 8-9=-1723/288, 9-10=-1478/236, 10-11=-800/199, 11-12=-1052/211, 12-13=-1663/181 BOT CHORD 22-23=0/1384, 21-22=0/2120, 17-19=-27/1754, 15-17=0/1211, 14-15=0/1205 WEBS 2-23=-2017/205, 2-22=-75/1488, 3-22=-1923/260, 4-21=-100/794, 19-21=-46/1985, 6-21=0/755, 6-19=-844/109, 8-17=-428/134, 9-17=-70/834, 10-15=0/260, 11-14=-47/383, 12-14=-19/1180, 4-22=-110/1014, 10-14=-1290/101 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=142, 13=140. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss C21 Truss Type Roof Special Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381359 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:22 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-?aantP_9wtBF6N720NCJF4JEOL1X0xjEQSupAQyGwIZ Scale = 1:82.0 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 4x8 MT18HS 5x9 5x10 MT18HS 6x6 3x6 7x12 3x4 4x6 3x6 6x12 6x10 3x6 2x4 3x6 3x8 3x6 3x4 5x9 4x6 3x6 6x6 3x6 6-9-5 6-9-5 8-6-6 1-9-1 10-3-6 1-9-0 17-9-9 7-6-3 25-3-12 7-6-3 32-9-15 7-6-3 40-4-2 7-6-3 43-2-0 2-9-14 6-9-5 6-9-5 8-6-6 1-9-1 10-3-6 1-9-0 17-9-9 7-6-3 25-3-12 7-6-3 32-9-15 7-6-3 40-4-2 7-6-3 43-2-0 2-9-14 3-4-134-10-69-0-86-8-54-0-08-10-610.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-1-14], [3:0-3-7,Edge], [10:0-3-7,Edge], [11:0-3-0,0-1-8], [12:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.70 0.68 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.60 0.16 (loc) 4 18-19 12 l/defl >999 >864 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 245 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-21,11-12,11-13,3-21,3-20: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-6-11 max.): 1-2, 3-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 5-18, 7-18, 7-14, 9-13, 11-12 REACTIONS.(lb/size) 22=1715/Mechanical, 12=1715/Mechanical Max Horz 22=-98(LC 4) Max Uplift 22=-141(LC 4), 12=-147(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1626/179, 1-2=-3104/292, 2-3=-3909/411, 3-4=-2951/313, 4-5=-2959/318, 5-7=-2132/305, 7-9=-1622/253, 9-10=-568/156, 10-11=-714/173, 11-12=-1708/173 BOT CHORD 20-21=-48/2495, 4-20=-398/120, 16-18=-89/2120, 14-16=-89/2120, 13-14=-40/1600 WEBS 1-21=-267/3276, 2-21=-2673/348, 18-20=-118/2377, 5-20=-16/985, 5-18=-984/153, 7-16=0/294, 7-14=-788/74, 9-14=0/759, 9-13=-1641/148, 11-13=-51/1390, 3-21=-167/1477, 3-20=-130/1205 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=141, 12=147. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss C22 Truss Type Roof Special Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381360 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:23 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-Tm895l?nhAJ6jXhEZ4jYoHrKPlLVlR7Nf6dMjsyGwIY Scale = 1:80.7 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 5x10 MT18HS 5x10 MT18HS 6x12 MT18HS 10x12 MT18HS 3x6 4x9 4x6 4x6 2x4 5x9 6x12 5x14 MT18HS 3x8 3x4 3x4 3x4 2x4 5x9 5x6 4x6 3x6 4x9 4-4-8 4-4-8 6-1-9 1-9-1 8-3-6 2-1-13 16-11-3 8-7-12 25-1-8 8-2-5 35-11-0 10-9-8 43-2-0 7-3-0 4-4-8 4-4-8 6-1-9 1-9-1 8-3-6 2-1-13 15-1-10 6-10-4 22-0-7 6-10-12 28-11-8 6-11-1 35-11-0 6-11-8 42-8-15 6-9-14 43-2-0 0-5-1 1-4-132-10-67-0-86-6-144-0-06-10-610.00 12 Plate Offsets (X,Y)-- [2:0-6-4,0-3-0], [3:0-9-7,Edge], [12:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 1.00 0.82 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -1.02 0.24 (loc) 18 13-15 12 l/defl >999 >505 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 212 lb FT = 0% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 19-22: 2x4 SP 2400F 2.0E, 4-18: 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 3-20,17-19,7-17,8-15,8-13,11-13,2-22: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-1-13 max.): 1-2, 3-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-17, 8-13, 11-12, 2-22 REACTIONS.(lb/size) 22=1715/Mechanical, 12=1715/Mechanical Max Horz 22=-88(LC 4) Max Uplift 22=-141(LC 4), 12=-154(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-258/48, 1-2=-528/56, 2-3=-4377/386, 3-4=-3568/324, 4-5=-4595/437, 5-7=-2675/315, 7-8=-2725/305, 8-10=-1609/214, 10-11=-1609/214, 11-12=-1655/191 BOT CHORD 21-22=-341/5354, 20-21=-350/5394, 19-20=-262/4540, 4-19=-20/942, 15-17=-191/2826, 13-15=-167/2483 WEBS 2-21=-307/71, 2-20=-2280/226, 3-20=-217/2536, 4-20=-1530/147, 17-19=-241/3202, 5-19=-83/1740, 5-17=-1073/167, 7-17=-259/53, 8-15=0/503, 8-13=-1202/149, 10-13=-446/130, 11-13=-178/2149, 2-22=-4990/413 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=141, 12=154. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss C23 Truss Type Roof Special Girder Qty 1 Ply 2 WF51 - Waterfront Lot #51 Job Reference (optional) I35381361 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:28 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-pky28S3wVjxOqIaCMdJjVLZB2m1dPf56oOL7O4yGwIT Scale = 1:85.5 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 14 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 8x14 MT18HS 12x14 MT18HS 5x10 MT18HS 3x8 MT18HS 3x4 10x12 MT18HS 4x9 4x8 MT18HS 5x10 MT18HS 4x12 7x14 7x14 3x4 3x8 2x4 2x4 4x9 2x4 3x8 2x4 5x9 2x4 5x9 4x6 5x10 MT18HS 1-9-14 1-9-14 3-7-0 1-9-1 6-3-6 2-8-6 11-6-2 5-2-12 16-8-14 5-2-12 21-11-9 5-2-12 27-2-5 5-2-12 32-5-1 5-2-12 37-7-12 5-2-12 43-2-0 5-6-4 1-9-14 1-9-14 3-7-0 1-9-1 6-3-6 2-8-6 11-6-2 5-2-12 16-8-14 5-2-12 21-11-9 5-2-12 27-2-5 5-2-12 32-5-1 5-2-12 37-7-12 5-2-12 43-2-0 5-6-4 1-3-52-8-144-11-04-8-142-0-010.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-8-4], [3:0-6-12,0-2-12], [10:0-3-0,Edge], [24:0-10-4,Edge], [27:0-0-0,0-1-12], [27:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.95 0.89 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.70 -0.92 0.14 (loc) 19-21 19-21 14 l/defl >740 >557 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 510 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x6 SPF No.2, 3-7,7-10: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x6 SP No.1 *Except* 4-23: 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 22-24: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-14 max.): 1-2, 3-13. BOT CHORD Rigid ceiling directly applied or 5-9-10 oc bracing. WEBS 1 Row at midpt 12-14 REACTIONS.(lb/size) 27=2612/Mechanical, 14=2771/Mechanical Max Horz 27=-40(LC 4) Max Uplift 27=-2901(LC 4), 14=-3608(LC 4) Max Grav 27=4302(LC 15), 14=4947(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-3284/2227, 1-2=-5492/3748, 2-3=-7847/5449, 3-4=-6516/4548, 4-5=-10792/7640, 5-6=-9392/6726, 6-8=-12243/8832, 8-9=-12243/8832, 9-11=-9228/6682, 11-12=-9228/6682 BOT CHORD 26-27=-619/954, 25-26=-4156/6125, 24-25=-7443/10596, 23-24=-280/428, 4-24=-2433/3455, 22-23=-476/675, 21-22=-8205/11491, 19-21=-8205/11491, 18-19=-8214/11443, 16-18=-8214/11443, 15-16=-3943/5458, 14-15=-3943/5458 WEBS 1-26=-3553/5207, 2-26=-4322/3001, 3-25=-3100/4425, 4-25=-5532/3998, 22-24=-6663/9376, 5-24=-999/1529, 5-22=-1082/783, 6-22=-2826/2062, 6-21=-539/821, 6-19=-682/889, 8-19=-417/350, 9-19=-669/951, 9-18=-567/856, 9-16=-2978/2131, 11-16=-406/334, 12-16=-3435/4822, 12-15=-602/896, 12-14=-6962/5059 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 0-4-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 26-2 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 27=2901, 14=3608. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss C23 Truss Type Roof Special Girder Qty 1 Ply 2 WF51 - Waterfront Lot #51 Job Reference (optional) I35381361 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:28 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-pky28S3wVjxOqIaCMdJjVLZB2m1dPf56oOL7O4yGwIT NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 94 lb up at 3-7-0, 163 lb down and 200 lb up at 5-9-4, 124 lb down and 169 lb up at 7-9-4, 124 lb down and 169 lb up at 9-9-4, 124 lb down and 169 lb up at 11-9-4, 124 lb down and 169 lb up at 13-9-4, 124 lb down and 169 lb up at 15-9-4, 124 lb down and 169 lb up at 17-9-4, 124 lb down and 169 lb up at 19-9-4, 134 lb down and 167 lb up at 21-9-4, 124 lb down and 169 lb up at 23-9-4, 124 lb down and 169 lb up at 25-9-4, 124 lb down and 169 lb up at 27-9-4, 124 lb down and 169 lb up at 29-9-4, 124 lb down and 169 lb up at 31-9-4, 124 lb down and 169 lb up at 33-9-4, 124 lb down and 169 lb up at 35-9-4, 134 lb down and 167 lb up at 37-9-4, and 134 lb down and 167 lb up at 39-9-4, and 134 lb down and 167 lb up at 41-9-4 on top chord, and 54 lb down and 36 lb up at 1-9-4, 44 lb down and 45 lb up at 3-9-4, 280 lb down and 237 lb up at 7-9-4, 280 lb down and 237 lb up at 9-9-4, 280 lb down and 237 lb up at 11-9-4, 280 lb down and 237 lb up at 13-9-4, 280 lb down and 237 lb up at 15-9-4, 280 lb down and 237 lb up at 17-9-4, 280 lb down and 237 lb up at 19-9-4, 282 lb down and 245 lb up at 21-9-4, 280 lb down and 237 lb up at 23-9-4, 280 lb down and 237 lb up at 25-9-4, 280 lb down and 237 lb up at 27-9-4, 280 lb down and 237 lb up at 29-9-4, 280 lb down and 237 lb up at 31-9-4, 280 lb down and 237 lb up at 33-9-4, 280 lb down and 237 lb up at 35-9-4, 282 lb down and 245 lb up at 37-9-4, and 282 lb down and 245 lb up at 39-9-4, and 282 lb down and 245 lb up at 41-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-13=-60, 24-27=-20, 14-23=-20 Concentrated Loads (lb) Vert: 3=-1(B) 7=41(B) 26=-54 25=1(B) 22=-154(B) 5=41(B) 8=33(B) 19=-110(B) 15=-110(B) 12=33(B) 10=41(B) 29=41(B) 30=41(B) 31=41(B) 32=41(B) 33=41(B) 34=41(B) 35=41(B) 36=41(B) 37=41(B) 38=41(B) 39=41(B) 40=33(B) 41=33(B) 42=-154(B) 43=-154(B) 44=-154(B) 45=-154(B) 46=-154(B) 47=-154(B) 48=-154(B) 49=-154(B) 50=-154(B) 51=-154(B) 52=-154(B) 53=-154(B) 54=-154(B) 55=-110(B) 56=-110(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 1800555 Truss D01 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381362 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:28 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-pky28S3wVjxOqIaCMdJjVLZJ2mA2Ps06oOL7O4yGwIT Scale = 1:38.5 Sheet Front Full Sheathing 1 Ply 1/8 x 4 x 8 T-PLY 1 2 3 4 5 7 6 8 10 9 1112 4x12 4x6 4x6 4x12 2x4 2x4 2x4 2x4 2x4 2x4 0-7-44-0-86-0-6 7-6-0 7-6-0 3-9-0 3-9-0 7-6-0 3-9-0 5-11-11Plate Offsets (X,Y)-- [5:Edge,0-3-8], [6:0-0-14,0-0-0], [7:0-0-15,0-0-0], [8:0-0-0,0-1-12], [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 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.44 0.29 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 60 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 1, 5, 10, 11, 12 REACTIONS.(lb/size) 7=284/7-6-0, 6=284/7-6-0 Max Uplift 7=-66(LC 4), 6=-66(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-8=-349/101, 8-10=-315/86, 2-10=-302/82, 6-9=-349/101, 9-11=-315/86, 4-11=-302/82 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss D02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381363 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:29 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-HwWQLo4YG03FRS9OwLqy1Y5WmAZu8JVG124hwWyGwIS Scale = 1:61.0 1 2 3 4 5 8 7 6 9 1110 2x4 2x4 4x6 2x4 2x4 2x4 2x4 3x8 2x4 4-11-37-6-0 7-6-0 -0-11-4 0-11-4 3-9-0 3-9-0 7-6-0 3-9-0 8-5-4 0-11-4 5-9-99-6-95-9-912.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.31 0.12 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 0.04 0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 54 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF 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 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 10 REACTIONS.(lb/size) 8=213/7-6-0, 6=213/7-6-0, 7=280/7-6-0 Max Uplift 8=-73(LC 4), 6=-73(LC 4) Max Grav 8=213(LC 1), 6=213(LC 1), 7=407(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-10=-317/42, 3-10=-317/42 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUNDWITH NEGLIGIBLE LATERAL DEFLECTIONS. 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. November 26,2018 Job 1800555 Truss D03 Truss Type VALLEY Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381364 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:29 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-HwWQLo4YG03FRS9OwLqy1Y5W7AZH8IzG124hwWyGwIS Scale = 1:51.2 1 2 3 4 5 8 7 6 2x4 2x8 4x6 2x8 2x4 2x4 7-6-0 7-6-0 -0-11-4 0-11-4 3-9-0 3-9-0 7-6-0 3-9-0 8-5-4 0-11-4 4-1-97-10-94-1-912.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.29 0.09 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 4-5 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 41 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 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 6-0-0 oc bracing. REACTIONS.(lb/size) 8=211/7-6-0, 6=211/7-6-0, 7=285/7-6-0 Max Uplift 8=-205(LC 4), 6=-205(LC 4) Max Grav 8=253(LC 8), 6=253(LC 8), 7=285(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-255/2 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=205, 6=205. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUNDWITH NEGLIGIBLE LATERAL DEFLECTIONS. 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. November 26,2018 Job 1800555 Truss D04 Truss Type VALLEY Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381365 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:30 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-m73oZ84A1KB63bkaU2LBamehsavZtm4PGiqETyyGwIR Scale = 1:40.8 1 2 3 4 5 8 7 6 2x4 2x8 4x6 2x8 2x4 2x4 7-6-0 7-6-0 -0-11-4 0-11-4 3-9-0 3-9-0 7-6-0 3-9-0 8-5-4 0-11-4 2-5-96-2-92-5-912.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.29 0.09 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.00 0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 35 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 8=223/7-6-0, 6=223/7-6-0, 7=260/7-6-0 Max Uplift 8=-178(LC 4), 6=-178(LC 4) Max Grav 8=261(LC 8), 6=261(LC 8), 7=260(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=178, 6=178. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUNDWITH NEGLIGIBLE LATERAL DEFLECTIONS. 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. November 26,2018 Job 1800555 Truss D05 Truss Type VALLEY Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381366 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:31 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-EJdBmU5ooeJzhlJn1msQ7zBsYzFicFkZVMZn?PyGwIQ Scale = 1:30.1 1 2 3 4 5 8 7 6 2x8 4x6 2x8 2x4 7-6-0 7-6-0 -0-11-4 0-11-4 3-9-0 3-9-0 7-6-0 3-9-0 8-5-4 0-11-4 0-9-94-6-90-9-912.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.29 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 30 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 8=263/7-6-0, 6=263/7-6-0, 7=180/7-6-0 Max Uplift 8=-118(LC 4), 6=-118(LC 4) Max Grav 8=306(LC 8), 6=306(LC 8), 7=180(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-278/143, 4-6=-278/143 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=118, 6=118. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss D06 Truss Type Valley Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381367 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:31 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-EJdBmU5ooeJzhlJn1msQ7zBtbzFicFzZVMZn?PyGwIQ Scale = 1:20.1 1 2 3 4 2x4 4x6 2x4 2x4 5-9-2 5-9-2 2-10-9 2-10-9 5-9-2 2-10-9 2-10-912.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.10 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=121/5-9-2, 3=121/5-9-2, 4=163/5-9-2 Max Uplift 1=-32(LC 4), 3=-32(LC 4) Max Grav 1=141(LC 7), 3=141(LC 7), 4=170(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss D07 Truss Type Valley Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381368 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:31 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-EJdBmU5ooeJzhlJn1msQ7zBwlzGTcFMZVMZn?PyGwIQ Scale = 1:8.9 1 2 3 2x4 3x6 2x4 2-5-2 2-5-2 1-2-9 1-2-9 2-5-2 1-2-9 1-2-912.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.02 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=69/2-5-2, 3=69/2-5-2 Max Uplift 1=-8(LC 4), 3=-8(LC 4) Max Grav 1=77(LC 7), 3=77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss DJ1 Truss Type MONO Qty 2 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381369 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:32 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-iVBZ_q6QZxRqIvtzbTNffBj?qNb8Licij0JLXryGwIP Scale = 1:13.1 1 2 3 5 4 2x4 2x8 2x4 1-6-3 1-6-3 1-7-11 0-1-8 -1-3-15 1-3-15 1-6-3 1-6-3 1-7-11 0-1-8 0-10-62-0-51-8-130-3-82-0-58.49 12 Plate Offsets (X,Y)-- [5:0-4-12,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.38 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=190/0-3-8, 4=6/0-1-8 Max Horz 5=62(LC 5) Max Uplift 5=-92(LC 4), 4=-53(LC 6) Max Grav 5=254(LC 6), 4=33(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 15.5 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss DJ2 Truss Type MONO Qty 4 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381370 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:33 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-AilxBA72KFZhw3S99BvuCOGDDny149sryg2u3HyGwIO Scale = 1:13.6 1 2 3 5 4 2x4 2x8 2x4 1-1-8 1-1-8 1-3-0 0-1-8 -0-11-4 0-11-4 1-1-8 1-1-8 1-3-0 0-1-8 0-10-62-1-61-9-140-3-82-1-612.00 12 Plate Offsets (X,Y)-- [5:0-5-0,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.22 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=140/0-3-8, 4=2/0-1-8 Max Horz 5=64(LC 5) Max Uplift 5=-71(LC 4), 4=-42(LC 6) Max Grav 5=189(LC 6), 4=23(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; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss E01 Truss Type Common Supported Gable Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381371 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:33 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-AilxBA72KFZhw3S99BvuCOGDvnxL48Aryg2u3HyGwIO Scale = 1:49.7 Sheet Front Full Sheathing 1 Ply 1/8 x 4 x 8 T-PLY 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x8 4x6 2x8 14-0-0 14-0-0 -1-4-4 1-4-4 7-0-0 7-0-0 14-0-0 7-0-0 15-4-4 1-4-4 1-11-08-11-01-11-012.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.24 0.09 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.00 0.00 (loc) 13 12 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 102 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 7-19,6-20,8-18: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19 REACTIONS.All bearings 14-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 21, 22, 23, 17, 16, 15 except 19=-143(LC 5) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 except 19=333(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-172/259, 6-7=-189/276, 7-8=-189/276, 8-9=-172/259 WEBS 7-19=-318/170 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 21, 22, 23, 17, 16, 15 except (jt=lb) 19=143. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss E02 Truss Type Common Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381372 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:34 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-euJJPV8h5ZhYYD1LjuQ7kcpFjBD6pc8?BKoRcjyGwIN Scale = 1:54.7 1 2 3 4 7 6 5 6x8 5x9 4x6 4x6 3x8 6x8 7-0-0 7-0-0 14-0-0 7-0-0 7-0-0 7-0-0 14-0-0 7-0-0 15-4-4 1-4-4 1-11-08-11-01-11-012.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [3:0-3-8,Edge], [5:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.81 0.31 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 0.00 (loc) 6-7 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 2-6: 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) 7=543/0-3-8, 5=643/0-3-8 Max Horz 7=-67(LC 4) Max Uplift 7=-39(LC 4), 5=-84(LC 4) Max Grav 7=600(LC 8), 5=661(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-542/105, 2-3=-543/107, 1-7=-528/75, 3-5=-589/121 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss E03 Truss Type Roof Special Girder Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381373 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:35 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-64thcr8JsspPANcYGbxMHpLU4bPNYuX8P_X?8AyGwIM Scale = 1:55.7 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 6x6 5x10 MT18HS 4x6 2x8 5x9 3x8 MT18HS 5x6 2x4 3x4 3x4 8x8 4x12 3x8 3x6 4x6 5x6 2-0-0 2-0-0 5-4-1 3-4-1 9-4-1 4-0-0 15-0-0 5-7-15 20-0-0 5-0-0 22-0-0 2-0-0 -1-4-4 1-4-4 1-4-1 1-4-1 5-5-3 4-1-2 9-4-1 3-10-14 12-2-0 2-10-0 15-0-0 2-10-0 20-0-0 5-0-0 22-0-0 2-0-0 23-4-4 1-4-4 1-11-03-1-18-11-01-11-01-1-111-11-712.00 12 8.00 12 Plate Offsets (X,Y)-- [3:0-4-1,Edge], [5:0-5-0,0-2-2], [9:0-3-0,0-1-15], [14:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.51 0.95 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.22 -0.46 0.18 (loc) 14-16 14-16 11 l/defl >999 >561 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 113 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-14,7-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-3 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 5-10-14 oc bracing. REACTIONS.(lb/size) 18=922/0-3-8, 11=956/0-3-8 Max Uplift 18=-592(LC 4), 11=-212(LC 4) Max Grav 18=1220(LC 14), 11=1061(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1231/556, 3-4=-1177/530, 4-5=-2830/1110, 5-6=-4339/1312, 6-7=-1047/285, 7-8=-1071/262, 8-9=-1035/170, 2-18=-1185/543, 9-11=-1025/183 BOT CHORD 16-17=-967/2799, 14-16=-821/3239, 13-14=-138/1182, 12-13=0/728 WEBS 3-17=-352/724, 4-17=-1836/645, 4-16=-152/450, 5-16=-788/269, 5-14=-2995/1031, 6-14=-1180/3570, 6-13=-1091/389, 7-13=-292/1129, 2-17=-317/950, 9-12=-48/779 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2) -1-4-4 to 23-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 18, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=592, 11=212. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 119 lb up at 1-4-1, 64 lb down and 52 lb up at 3-4-15, and 64 lb down and 52 lb up at 5-4-15, and 64 lb down and 52 lb up at 7-4-15 on top chord, and 151 lb down and 166 lb up at 1-4-1, 127 lb down and 128 lb up at 3-4-15, and 127 lb down and 128 lb up at 5-4-15, and 127 lb down and 128 lb up at 7-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 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. November 26,2018 Job 1800555 Truss E03 Truss Type Roof Special Girder Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381373 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:35 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-64thcr8JsspPANcYGbxMHpLU4bPNYuX8P_X?8AyGwIM LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-7=-60, 7-9=-60, 9-10=-60, 17-18=-20, 12-17=-20, 11-12=-20 Concentrated Loads (lb) Vert: 21=38(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 1800555 Truss E04 Truss Type Roof Special Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381374 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:36 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-aHR3qB9xdAyGnWBkqJSbq1uh__oNHM0IedHYgcyGwIL Scale = 1:61.3 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 8x8 5x10 MT18HS 6x12 MT18HS 2x4 6x6 4x6 6x12 2x4 3x6 6x6 2x4 5x6 3x10 2-8-0 2-8-0 3-7-2 0-11-2 10-8-0 7-0-14 18-4-14 7-8-14 22-0-0 3-7-2 -1-4-4 1-4-4 2-8-0 2-8-0 10-8-0 8-0-0 15-0-0 4-4-0 18-4-14 3-4-14 22-0-0 3-7-2 23-4-4 1-4-4 1-11-04-5-08-11-01-11-02-2-72-2-1012.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [3:0-6-1,Edge], [4:0-5-0,0-2-2], [7:0-3-7,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.44 0.71 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.51 0.29 (loc) 11 10-11 9 l/defl >999 >507 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 114 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-13,5-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-6 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-13 REACTIONS.(lb/size) 15=958/0-3-8, 9=958/0-3-8 Max Horz 15=1(LC 5) Max Uplift 15=-110(LC 4), 9=-102(LC 4) Max Grav 15=958(LC 1), 9=980(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1096/57, 3-4=-1345/9, 4-5=-3308/242, 5-6=-1394/129, 6-7=-1354/3, 2-15=-909/93, 7-9=-982/92 BOT CHORD 13-14=0/1017, 11-13=0/2435, 10-11=0/637 WEBS 3-14=-657/0, 3-13=0/1116, 4-13=-1189/112, 4-11=-2309/247, 5-11=-180/2911, 5-10=-28/567, 2-14=0/825, 7-10=0/844 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 15, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=110, 9=102. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss E05 Truss Type Roof Special Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381375 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:36 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-aHR3qB9xdAyGnWBkqJSbq1uew_qhHLVIedHYgcyGwIL Scale = 1:57.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 5x6 6x12 6x8 2x8 6x12 6x12 3x6 3x6 2x4 2x4 2x4 5x6 5x9 4-4-0 4-4-0 5-7-2 1-3-2 12-4-0 6-8-14 16-4-14 4-0-14 22-0-0 5-7-2 -1-4-4 1-4-4 4-4-0 4-4-0 5-7-2 1-3-2 12-4-0 6-8-14 15-0-0 2-8-0 16-4-14 1-4-14 22-0-0 5-7-2 23-4-4 1-4-4 1-11-06-1-18-11-58-11-91-11-03-6-72-6-1012.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [3:0-3-9,0-2-8], [6:0-3-11,Edge], [8:0-3-8,Edge], [11:0-9-4,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.63 0.62 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.33 0.32 (loc) 12 12-13 10 l/defl >999 >782 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-3 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. REACTIONS.(lb/size) 15=958/0-3-8, 10=958/0-3-8 Max Horz 15=-1(LC 5) Max Uplift 15=-109(LC 4), 10=-104(LC 4) Max Grav 15=958(LC 1), 10=973(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1399/6, 3-4=-1698/0, 4-5=-1694/0, 5-6=-945/31, 6-7=-1558/146, 7-8=-1542/0, 2-15=-944/110, 8-10=-1002/125 BOT CHORD 13-14=0/1101, 12-13=0/2093, 11-12=0/2086 WEBS 3-14=-299/0, 3-13=0/1412, 4-13=-404/78, 5-13=-491/38, 5-11=-1783/83, 6-11=-143/1668, 7-11=-291/239, 2-14=0/898, 8-11=0/922 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 15, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=109, 10=104. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss E06 Truss Type Hip Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381376 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:37 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-2T_S1XAZOU47PgmwO0zqMEQrEOB70mDRtH06C2yGwIK Scale = 1:50.0 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 4x12 4x12 6x12 5x6 3x6 4x6 2x4 3x4 3x6 4x6 2x8 3x6 2x8 3x6 6-0-0 6-0-0 7-7-2 1-7-2 14-4-14 6-9-12 16-0-0 1-7-2 22-0-0 6-0-0 -1-4-4 1-4-4 3-1-12 3-1-12 6-0-0 2-10-4 7-7-2 1-7-2 14-4-14 6-9-12 16-0-0 1-7-2 18-10-4 2-10-4 22-0-0 3-1-12 23-4-4 1-4-4 1-11-07-9-17-11-01-11-04-10-72-10-1012.00 12 8.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.47 0.54 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.29 0.32 (loc) 13-14 13-14 11 l/defl >999 >914 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-7 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 16=958/0-3-8, 11=958/0-3-8 Max Uplift 16=-109(LC 4), 11=-109(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1482/0, 4-5=-1711/0, 5-6=-1707/0, 6-7=-1696/0, 7-8=-1482/0, 2-16=-272/149, 9-11=-272/150 BOT CHORD 15-16=0/929, 14-15=0/1185, 13-14=0/1713, 12-13=0/1218, 11-12=0/930 WEBS 3-15=0/271, 4-14=0/1265, 5-14=-372/98, 6-13=-372/100, 7-13=0/1318, 8-12=0/270, 3-16=-1319/0, 8-11=-1321/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 16, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=109, 11=109. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss E07 Truss Type Hip Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381377 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:38 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-XfYqEtBB9nC_1qL7ykU3vSz?zoZ?lJmb6xmflVyGwIJ Scale = 1:56.0 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 5x6 5x6 6x12 5x6 3x6 4x6 2x4 3x4 3x6 4x6 2x8 3x8 2x8 3x8 7-8-0 7-8-0 8-11-8 1-3-8 13-0-8 4-1-1 14-4-0 1-3-8 22-0-0 7-8-0 -1-4-4 1-4-4 3-9-0 3-9-0 7-8-0 3-11-0 8-11-8 1-3-8 13-0-8 4-1-1 14-4-0 1-3-8 18-3-0 3-11-0 22-0-0 3-9-0 23-4-4 1-4-4 1-11-09-5-09-7-01-11-05-9-53-7-1112.00 12 8.00 12 Plate Offsets (X,Y)-- [4:0-3-9,0-2-8], [7:0-3-9,0-2-8], [11:0-3-3,0-1-8], [16:0-3-3,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.53 0.44 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.23 0.30 (loc) 15-16 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 122 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 8-11 REACTIONS.(lb/size) 16=958/0-3-8, 11=958/0-3-8 Max Uplift 16=-105(LC 4), 11=-105(LC 4) Max Grav 16=970(LC 8), 11=970(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-253/123, 3-4=-1531/0, 4-5=-1371/0, 5-6=-1371/0, 6-7=-1369/0, 7-8=-1532/0, 8-9=-252/124, 2-16=-310/149, 9-11=-310/150 BOT CHORD 15-16=0/1048, 14-15=0/1172, 13-14=0/1357, 12-13=0/1209, 11-12=0/1048 WEBS 4-14=0/850, 7-13=0/912, 3-16=-1364/0, 8-11=-1365/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 16, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=105, 11=105. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss E08 Truss Type Hip Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381378 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:39 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-?r6CSDBpv5Kre_wJVR?IRfWDJCx9UmokKbVCHxyGwII Scale = 1:65.5 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 3x6 6x6 6x6 3x6 2x8 5x6 6x12 2x8 3x6 3x6 3x6 3x6 5x6 5x6 4-9-12 4-9-12 8-11-8 4-1-12 13-0-8 4-1-1 17-2-4 4-1-12 22-0-0 4-9-12 -1-4-4 1-4-4 4-9-12 4-9-12 9-4-0 4-6-4 12-8-0 3-4-1 17-2-4 4-6-4 22-0-0 4-9-12 23-4-4 1-4-4 1-11-011-1-011-3-01-11-05-9-55-3-1112.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [5:0-4-1,Edge], [6:0-4-1,Edge], [9:0-3-0,0-1-15] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.37 0.32 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.24 (loc) 14 13-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-14 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 16=958/0-3-8, 11=958/0-3-8 Max Uplift 16=-101(LC 4), 11=-101(LC 4) Max Grav 16=988(LC 8), 11=988(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1544/0, 3-5=-1460/0, 5-6=-982/0, 6-8=-1491/0, 8-9=-1542/0, 2-16=-986/103, 9-11=-986/104 BOT CHORD 14-15=0/1189, 13-14=0/910, 12-13=0/1200 WEBS 5-14=0/729, 6-13=0/749, 8-12=-260/0, 2-15=0/951, 9-12=0/948 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 16, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=101, 11=101. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss E09 Truss Type Roof Special Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381379 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:39 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-?r6CSDBpv5Kre_wJVR?IRfWCiCw1UmikKbVCHxyGwII Scale = 1:80.1 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 3x6 4x6 3x6 2x8 6x12 6x12 2x8 2x4 3x6 3x6 2x4 3x6 3x6 4x6 4x6 4-9-15 4-9-15 8-11-8 4-1-9 13-0-8 4-1-1 17-2-1 4-1-9 22-0-0 4-9-15 -1-4-4 1-4-4 4-9-15 4-9-15 8-11-8 4-1-9 11-0-0 2-0-8 13-0-8 2-0-8 17-2-1 4-1-9 22-0-0 4-9-15 1-11-012-11-01-11-05-9-512.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [10:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.41 0.32 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.26 (loc) 13-14 13-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. REACTIONS.(lb/size) 16=961/0-3-8, 11=865/0-3-8 Max Horz 16=65(LC 4) Max Uplift 16=-95(LC 4), 11=-51(LC 4) Max Grav 16=1009(LC 8), 11=950(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1560/51, 3-5=-1473/0, 5-6=-1492/115, 6-7=-1495/113, 7-9=-1476/0, 9-10=-1574/41, 2-16=-992/142, 10-11=-954/79 BOT CHORD 14-15=0/1179, 13-14=0/695, 12-13=0/1194 WEBS 6-13=-70/1008, 6-14=-74/1000, 2-15=0/962, 10-12=0/942 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 16, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 11. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss E09A Truss Type Roof Special Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381380 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:40 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-T2gafZCRgPSiG8VV39XX_t2NScGGDDytZFFmpNyGwIH Scale = 1:80.1 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 3x6 4x6 3x6 2x8 6x12 6x12 2x8 2x4 3x6 3x6 2x4 3x6 3x6 4x6 5x6 2x4 2x4 2x4 2x4 4-9-15 4-9-15 8-11-8 4-1-9 11-0-0 2-0-8 13-0-8 2-0-8 17-2-1 4-1-9 22-0-0 4-9-15 -1-4-4 1-4-4 4-9-15 4-9-15 8-11-8 4-1-9 11-0-0 2-0-8 13-0-8 2-0-8 17-2-1 4-1-9 22-0-0 4-9-15 1-11-012-11-01-11-05-9-512.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.41 0.32 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.26 (loc) 13-14 13-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-18: 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. REACTIONS.(lb/size) 16=961/0-3-8, 11=865/0-3-8 Max Horz 16=65(LC 4) Max Uplift 16=-95(LC 4), 11=-51(LC 4) Max Grav 16=1009(LC 8), 11=950(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1560/51, 3-5=-1473/0, 5-6=-1492/115, 6-7=-1495/113, 7-9=-1476/0, 9-10=-1574/41, 2-16=-992/142, 10-11=-954/79 BOT CHORD 14-15=0/1179, 13-14=0/695, 12-13=0/1194 WEBS 6-13=-70/1008, 6-14=-74/1000, 2-15=0/962, 10-12=0/942 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 16, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 11. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss E09B Truss Type Roof Special Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381381 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:41 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-xEEytvD4RiaYuI3ids2mW4bYC?b4ygC1ov_JLqyGwIG Scale = 1:80.1 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 3x6 4x6 3x6 2x8 6x12 6x12 2x8 2x4 3x6 3x6 2x4 3x6 3x6 4x6 5x6 2x4 2x4 2x4 2x4 4-9-15 4-9-15 8-11-8 4-1-9 11-0-0 2-0-8 13-0-8 2-0-8 17-2-1 4-1-9 22-0-0 4-9-15 -1-4-4 1-4-4 4-9-15 4-9-15 8-11-8 4-1-9 11-0-0 2-0-8 13-0-8 2-0-8 17-2-1 4-1-9 22-0-0 4-9-15 1-11-012-11-01-11-05-9-512.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.41 0.35 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.26 (loc) 13-14 13-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 14 REACTIONS.(lb/size) 16=961/0-3-8, 11=865/0-3-8 Max Horz 16=65(LC 4) Max Uplift 16=-95(LC 4), 11=-51(LC 4) Max Grav 16=1009(LC 8), 11=950(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1560/51, 3-5=-1473/0, 5-6=-1492/115, 6-7=-1495/113, 7-9=-1476/0, 9-10=-1574/41, 2-16=-992/142, 10-11=-954/79 BOT CHORD 14-15=0/1179, 13-14=0/695, 12-13=0/1194 WEBS 6-13=-70/1008, 6-14=-74/1000, 2-15=0/962, 10-12=0/942 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 16, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 11. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss E09C Truss Type Roof Special Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381382 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:42 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-PQoL4FEiC0iPVReuBaZ?3I8iyPxEh7SA0ZktuGyGwIF Scale = 1:80.1 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 3x6 4x6 3x6 2x8 6x12 6x12 2x8 3x6 3x6 3x6 3x6 4x6 5x6 4-9-15 4-9-15 7-0-0 2-2-1 8-11-8 1-11-8 11-0-0 2-0-8 13-0-8 2-0-8 15-0-0 1-11-8 17-2-1 2-2-1 22-0-0 4-9-15 -1-4-4 1-4-4 4-9-15 4-9-15 8-11-8 4-1-9 11-0-0 2-0-8 13-0-8 2-0-8 17-2-1 4-1-9 22-0-0 4-9-15 1-11-012-11-01-11-05-9-512.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.41 0.36 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.26 (loc) 13-14 13-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 14, 13 REACTIONS.(lb/size) 16=961/0-3-8, 11=865/0-3-8 Max Horz 16=65(LC 4) Max Uplift 16=-95(LC 4), 11=-51(LC 4) Max Grav 16=1009(LC 8), 11=950(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1560/51, 3-5=-1473/0, 5-6=-1492/115, 6-7=-1495/113, 7-9=-1476/0, 9-10=-1574/41, 2-16=-992/142, 10-11=-954/79 BOT CHORD 14-15=0/1179, 13-14=0/695, 12-13=0/1194 WEBS 6-13=-70/1008, 6-14=-74/1000, 2-15=0/962, 10-12=0/942 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 16, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 11. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss E10 Truss Type Half Hip Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381383 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:43 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-tdMjIaEKzKqG7bD4kH4EcVgvgpGTQYOKFDTQQiyGwIE Scale = 1:56.4 Sheet Front Right Option 3-10-0 1 Ply 1/8 x 4 x 8 T-PLY 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 25 27 23 31 32 24 29 26 28 30 33 34 35 36 37 38 4x6 4x9 3x6 3x4 5x6 6x12 2x8 8x8 3x6 3x6 3x6 3x4 3x6 3x6 5x9 4x6 4x9 4x9 5x9 3x8 3x8 4x12 3-10-3 3-10-3 7-4-13 3-6-11 8-11-8 1-6-11 13-0-8 4-1-1 17-6-4 4-5-12 21-1-6 3-7-2 21-8-8 0-7-2 21-10-4 0-1-12 22-0-0 0-1-12 23-11-0 1-11-0 24-8-12 0-9-12 27-9-0 3-0-4 3-10-3 3-10-3 7-4-13 3-6-11 8-11-8 1-6-11 13-0-8 4-1-1 14-7-3 1-6-11 17-6-4 2-11-1 18-10-4 1-4-0 21-1-6 2-3-2 21-8-8 0-7-2 22-0-0 0-3-8 24-8-12 2-8-12 27-9-0 3-0-4 1-11-09-3-136-9-92-6-43-3-12-4-612.00 12 8.00 12 Plate Offsets (X,Y)-- [3:0-7-4,0-1-12], [23:0-4-0,0-2-4], [24:0-3-8,0-2-0], [25:0-2-12,0-0-0], [28:0-4-8,0-2-4], [29:0-0-0,0-1-12], [30:0-0-0,0-1-12], [33:0-4-4,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.28 0.42 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.28 (loc) 18-19 18-19 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 201 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 24-25,26-27: 2x6 SPF No.2, 10-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-3 max.): 3-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 12, 24, 26, 28, 29, 30, 31, 32, 33, 34 REACTIONS.All bearings 5-9-0 except (jt=length) 22=0-3-8, 15=0-3-8. (lb) - Max Horz 22=91(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 13, 22, 14 except 15=-136(LC 4) Max Grav All reactions 250 lb or less at joint(s) 14, 14 except 13=480(LC 8), 22=930(LC 11), 15=1372(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1466/176, 2-3=-1639/190, 3-4=-1556/182, 4-5=-1626/181, 5-6=-1626/181, 6-7=-1386/117, 7-8=-471/107, 8-10=-471/107, 10-11=-331/115, 11-12=-331/115, 13-25=-425/111, 12-27=-406/105, 1-22=-952/137 BOT CHORD 20-21=-146/1199, 19-20=-19/1312, 18-19=-22/1563, 17-18=-27/839, 16-17=-31/324, 15-16=-13/286 WEBS 2-21=-378/62, 3-19=-19/1042, 4-19=-257/36, 18-31=-10/1146, 7-31=-10/1144, 17-32=-928/39, 7-32=-919/41, 1-21=-24/930, 24-26=-1388/126, 10-26=-1367/121, 17-33=0/862, 33-34=-24/956, 10-34=-31/904, 15-24=-1546/133, 11-28=-346/83, 10-28=-55/381, 12-28=-130/312, 29-30=-305/64, 6-31=-340/91, 31-32=-329/93, 32-33=-316/96, 33-35=-310/116, 24-35=-335/110 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 22, 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 22, 14 except (jt=lb) 15=136. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 58 lb up at 15-2-4, 105 lb down and 58 lb up at 17-2-4, 105 lb down and 58 lb up at 19-2-4, 105 lb down and 58 lb up at 21-2-4, 105 lb down and 58 lb up at 23-2-4, and 105 lb down and 58 lb up at 25-2-4, and 183 lb down and 59 lb up at 27-7-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) StandardContinued 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. November 26,2018 Job 1800555 Truss E10 Truss Type Half Hip Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381383 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:43 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-tdMjIaEKzKqG7bD4kH4EcVgvgpGTQYOKFDTQQiyGwIE LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-12=-60, 19-22=-20, 18-19=-20, 15-18=-20, 13-14=-20 Concentrated Loads (lb) Vert: 9=-105 12=-183 10=-105 6=-105 36=-105 37=-105 38=-105 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 1800555 Truss E11 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381384 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:44 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-Lpw5VwFykdy7lloGI_bT8jDzRDer9?FTUtDzy8yGwID Scale = 1:74.6 Sheet Front Full Sheathing 1 Ply 1/8 x 4 x 8 T-PLY 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 19 18 20 17 21 16 22 31 32 33 34 3x6 4x9 2x8 7x12 7x12 3x6 3x6 3x6 4x6 3x4 3x6 3x6 5x6 3x6 3x8 1-5-34-7-8 4-7-8 8-11-8 4-4-0 13-0-8 4-1-1 16-5-3 3-4-11 22-0-0 5-6-13 -1-4-4 1-4-4 4-7-8 4-7-8 8-11-8 4-4-0 11-1-14 2-2-7 16-5-3 5-3-5 22-0-0 5-6-13 1-11-013-0-145-9-511-7-1112.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [6:0-4-4,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.73 0.28 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.21 (loc) 12 12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 23-26,26-30: 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 8-9,7-11,7-10,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 8-9 JOINTS 1 Brace at Jt(s): 8, 16, 17, 18, 20, 21, 22 REACTIONS.(lb/size) 9=943/0-3-8, 14=976/0-3-8 Max Horz 14=96(LC 4) Max Uplift 9=-35(LC 4), 14=-83(LC 4) Max Grav 9=979(LC 12), 14=1002(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1560/68, 3-5=-1522/2, 5-6=-880/76, 6-7=-698/0, 7-8=-485/49, 9-15=-904/24, 8-15=-904/24, 2-14=-982/146 BOT CHORD 12-13=0/1222, 11-12=0/981, 10-11=0/524 WEBS 3-13=-278/18, 5-12=0/755, 5-11=-709/61, 6-19=0/392, 11-19=0/403, 11-18=0/531, 18-20=0/532, 7-20=0/546, 10-17=-885/0, 17-21=-885/0, 7-21=-885/0, 10-16=0/831, 16-22=0/828, 8-22=0/833, 2-13=0/990 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 9, 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 14. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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. November 26,2018 Job 1800555 Truss E11 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381384 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:45 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-p?TTiGGaVx4_MvNTsi6ihwm8Bd_4uSVdjXyXUbyGwIC LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-6=-60, 6-8=-60, 12-14=-20, 11-12=-20, 9-11=-20 Concentrated Loads (lb) Vert: 31=-21 32=-21 33=-21 34=-29 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 1800555 Truss E12 Truss Type Piggyback Base Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381385 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:45 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-p?TTiGGaVx4_MvNTsi6ihwm6pdvIuUzdjXyXUbyGwIC Scale = 1:73.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x6 7x12 5x6 6x12 6x12 3x6 3x6 3x4 3x8 7x10 MT18HS 3x10 4-0-0 4-0-0 8-11-8 4-11-8 13-0-8 4-1-1 17-4-8 4-4-0 22-0-0 4-7-8 -1-4-4 1-4-4 4-0-0 4-0-0 8-11-8 4-11-8 11-1-14 2-2-7 13-0-8 1-10-10 17-4-8 4-4-0 22-0-0 4-7-8 1-11-013-0-145-9-512-5-612.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-1-8], [6:0-10-4,0-1-12], [9:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.88 0.59 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.17 0.22 (loc) 13 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 195 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 9-10,7-11,8-11,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 7-11, 8-11 JOINTS 1 Brace at Jt(s): 13, 14, 9 REACTIONS.(lb/size) 10=865/0-3-8, 15=961/0-3-8 Max Horz 15=96(LC 4) Max Uplift 10=-81(LC 4), 15=-91(LC 4) Max Grav 10=865(LC 1), 15=979(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1423/97, 3-5=-1452/23, 5-6=-1502/182, 6-7=-693/93, 7-8=-407/146, 8-9=-407/146, 9-10=-826/72, 2-15=-945/143 BOT CHORD 13-14=-6/1126, 12-13=0/670, 11-12=0/828 WEBS 3-14=-307/31, 5-13=-375/202, 7-12=0/560, 7-11=-833/0, 8-11=-301/0, 9-11=0/781, 2-14=0/933, 6-13=-143/1090 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 10, 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 15. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss EJ1 Truss Type Jack-Open Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381386 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:46 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-IC1rwcHCGFCr_3yfQPexD8IGj0M0d0_mxBi411yGwIB Scale = 1:19.1 1 2 3 7 6 4 5 2x8 3x6 2x4 2x4 -2-1-6 2-1-6 1-11-9 1-11-9 1-11-03-2-12-5-102-8-150-8-87.68 12 5.12 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.93 0.17 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.04 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 7=293/0-3-11, 4=39/Mechanical, 5=-52/Mechanical Max Horz 7=54(LC 4) Max Uplift 7=-79(LC 4), 4=-46(LC 4), 5=-145(LC 6) Max Grav 7=404(LC 6), 4=40(LC 6), 5=54(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-383/120 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4 except (jt=lb) 5=145. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss EJ2 Truss Type Jack-Open Qty 4 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381387 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:46 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-IC1rwcHCGFCr_3yfQPexD8IOx0Kbd1BmxBi411yGwIB Scale = 1:19.5 1 2 3 6 5 4 2x8 2x8 2x4 2x4 -1-4-4 1-4-4 1-10-8 1-10-8 1-8-53-3-12-2-60-11-111-0-1110.00 12 8.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.41 0.27 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.02 (loc) 6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 6=199/0-3-8, 4=32/Mechanical, 5=-9/Mechanical Max Horz 6=156(LC 4) Max Uplift 6=-33(LC 5), 4=-51(LC 5), 5=-178(LC 4) Max Grav 6=271(LC 6), 4=74(LC 6), 5=188(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4 except (jt=lb) 5=178. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss F01 Truss Type Common Supported Gable Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381388 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:47 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-mObE7yIq1YKicDXrz79AmLrcNQiZMQPvArReZTyGwIA Scale = 1:46.2 Sheet Front Full Sheathing 1 Ply 1/8 x 4 x 8 T-PLY 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x8 4x6 2x8 12-8-0 12-8-0 -1-4-4 1-4-4 6-4-0 6-4-0 12-8-0 6-4-0 14-0-4 1-4-4 1-11-08-3-01-11-012.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.24 0.09 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.00 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 92 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 7-19: 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 6-0-0 oc bracing. REACTIONS.All bearings 12-8-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 21, 22, 23, 17, 16, 15 except 19=-111(LC 5) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 except 19=307(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-164/254, 7-8=-164/254 WEBS 7-19=-292/138 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 21, 22, 23, 17, 16, 15 except (jt=lb) 19=111. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss F02 Truss Type Common Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381389 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:48 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-Ea9cLIITosSZDM62XqgPJZOhPq0I5xi3PVBB5wyGwI9 Scale = 1:54.4 1 2 3 4 5 8 7 6 5x10 MT18HS 3x4 3x4 3x8 5x9 5x9 6-4-0 6-4-0 12-8-0 6-4-0 -1-4-4 1-4-4 6-4-0 6-4-0 12-8-0 6-4-0 14-0-4 1-4-4 1-11-08-3-01-11-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.60 0.25 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 66 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-7: 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=585/0-3-8, 6=585/0-3-8 Max Uplift 8=-86(LC 4), 6=-86(LC 4) Max Grav 8=599(LC 8), 6=599(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-479/105, 3-4=-479/105, 2-8=-534/119, 4-6=-534/119 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss F03 Truss Type Roof Special Girder Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381390 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:48 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-Ea9cLIITosSZDM62XqgPJZOfNqzO5qo3PVBB5wyGwI9 Scale = 1:53.2 1 2 3 4 5 6 7 8 14 13 12 11 10915 16 2x8 4x6 5x6 5x6 3x6 3x8 4x6 4x6 4x9 2x4 3x6 4x8 MT18HS 3x8 6-4-0 6-4-0 11-11-1 5-7-1 17-3-1 5-4-0 18-0-0 0-8-15 3-1-3 3-1-3 6-4-0 3-2-13 9-6-13 3-2-13 11-11-1 2-4-3 17-3-1 5-4-0 18-0-0 0-8-15 19-4-4 1-4-4 1-11-02-6-08-3-01-11-02-6-012.00 12 Plate Offsets (X,Y)-- [6:0-3-9,0-2-8], [9:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.73 0.44 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.01 (loc) 11 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 97 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-8 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 14=690/0-3-8, 9=652/0-3-8 Max Horz 14=-65(LC 12) Max Uplift 14=-76(LC 4), 9=-385(LC 4) Max Grav 14=768(LC 14), 9=858(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-685/172, 3-4=-687/171, 4-5=-1897/450, 5-6=-1382/301, 6-7=-407/291, 7-9=-408/318 BOT CHORD 13-14=0/387, 11-13=0/716 WEBS 3-13=-164/651, 4-13=-607/212, 4-11=-363/1305, 5-11=-1537/380, 6-11=-167/1217, 6-10=-595/124, 2-14=-580/41 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2) 0-1-12 to 19-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 9=385. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 27 lb down and 80 lb up at 13-2-2, and 27 lb down and 80 lb up at 15-2-2, and 121 lb down and 282 lb up at 17-2-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 9-14=-20 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. November 26,2018 Job 1800555 Truss F03 Truss Type Roof Special Girder Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381390 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:49 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-inj_YeJ5ZAaQrWhE5YBermwq7EJdqH2Cd9wkdMyGwI8 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=108 15=28 16=28 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 1800555 Truss F04 Truss Type Roof Special Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381391 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:49 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-inj_YeJ5ZAaQrWhE5YBermwqyELsqGgCd9wkdMyGwI8 Scale = 1:50.5 1 2 3 4 5 6 12 11 10 9 8 7 6x8 4x6 4x12 5x6 4x6 3x6 3x8 2x4 3x8 2x4 3x8 6-4-0 6-4-0 10-3-1 3-11-1 15-7-1 5-4-0 18-0-0 2-4-15 6-4-0 6-4-0 10-3-1 3-11-1 15-7-1 5-4-0 18-0-0 2-4-15 19-4-4 1-4-4 1-11-04-2-08-3-01-11-04-2-012.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [4:0-3-9,0-2-8], [5:0-3-7,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.74 0.29 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 0.02 (loc) 11-12 11-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 2-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. REACTIONS.(lb/size) 12=705/0-3-8, 7=802/0-3-8 Max Horz 12=-65(LC 4) Max Uplift 12=-45(LC 4), 7=-95(LC 4) Max Grav 12=758(LC 8), 7=802(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-719/111, 2-3=-683/132, 3-4=-417/89, 4-5=-567/92, 1-12=-687/80, 5-7=-808/101 BOT CHORD 9-11=0/825, 8-9=0/822 WEBS 2-11=-48/509, 3-11=-651/116, 5-8=0/528, 3-8=-557/36 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss F05 Truss Type Roof Special Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381392 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:50 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-AzHMm_KjKTiHTgGQfFitO_T?fefLZjjMspgIAoyGwI7 Scale = 1:50.5 1 2 3 4 5 6 11 10 9 8 7 6x8 4x6 5x6 5x6 5x6 3x6 4x12 3x4 2x4 3x8 8-7-1 8-7-1 13-11-1 5-4-0 18-0-0 4-0-15 6-4-0 6-4-0 8-7-1 2-3-1 13-11-1 5-4-0 18-0-0 4-0-15 19-4-4 1-4-4 1-11-05-10-08-3-01-11-05-10-012.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [4:0-3-9,0-2-8], [5:0-3-7,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.74 0.41 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.24 0.01 (loc) 10-11 10-11 7 l/defl >999 >892 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 2-10,4-10,1-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 11=705/0-3-8, 7=802/0-3-8 Max Horz 11=-65(LC 4) Max Uplift 11=-47(LC 4), 7=-94(LC 4) Max Grav 11=752(LC 8), 7=802(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-711/114, 2-3=-895/174, 3-4=-649/112, 4-5=-668/107, 1-11=-664/94, 5-7=-767/117 BOT CHORD 8-10=0/407 WEBS 2-10=-88/739, 3-10=-778/152, 4-10=0/251, 5-8=0/438 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss F06 Truss Type Roof Special Girder Qty 1 Ply 3 WF51 - Waterfront Lot #51 Job Reference (optional) I35381393 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:51 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-e9rkzJLL5nq84qqdCyD6wB0AA1wNI7?V5TPriEyGwI6 Scale = 1:50.5 1 2 3 4 5 6 7 13 12 11 10 9 814 15 16 17 18 19 20 21 2x8 4x6 6x6 6x12 6x8 4x6 10x10 4x6 7x12 5x14 MT18HS 7x10 MT18HS 4x9 6-4-0 6-4-0 10-5-10 4-1-10 13-6-7 3-0-14 18-0-0 4-5-9 2-7-9 2-7-9 6-4-0 3-8-7 8-2-7 1-10-7 13-6-7 5-4-0 18-0-0 4-5-9 19-4-4 1-4-4 1-11-06-2-98-3-01-11-06-2-912.00 12 Plate Offsets (X,Y)-- [8:Edge,0-5-8], [9:0-3-8,0-5-8], [11:0-5-0,0-6-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.76 0.74 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.02 (loc) 11-13 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 418 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E *Except* 8-12: 2x8 SP No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-11: 2x4 SPF No.2, 1-13,6-8: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 13=9126/0-3-8, 8=7607/0-3-8 Max Horz 13=-69(LC 9) Max Uplift 13=-421(LC 4), 8=-2844(LC 4) Max Grav 13=9126(LC 1), 8=8482(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2582/107, 2-3=-6544/615, 3-4=-6506/638, 4-5=-6173/973, 5-6=-7366/1981, 1-13=-1965/89, 6-8=-6847/1710 BOT CHORD 11-13=-171/3813, 10-11=-530/6151, 9-10=-1277/5229, 8-9=-577/1072 WEBS 2-11=-201/1174, 3-11=-806/8858, 4-11=-5052/1088, 4-10=-667/674, 5-10=0/2638, 5-9=-2327/3346, 2-13=-4218/493, 6-9=-685/4465 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=421, 8=2844. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1986 lb down at 0-9-12, 2022 lb down at 2-9-12, 1695 lb down at 4-9-12, 1695 lb down at 6-9-12, 1695 lb down at 8-9-12, 1695 lb down at 10-9-12, and 1695 lb down at 12-9-12, and 4638 lb down and 3429 lb up at 14-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss F06 Truss Type Roof Special Girder Qty 1 Ply 3 WF51 - Waterfront Lot #51 Job Reference (optional) I35381393 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:51 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-e9rkzJLL5nq84qqdCyD6wB0AA1wNI7?V5TPriEyGwI6 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 14=-1986(B) 15=-2022(B) 16=-1695(B) 17=-1695(B) 18=-1695(B) 19=-1695(B) 20=-1695(B) 21=-2751(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 1800555 Truss FJ1 Truss Type MONO Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381394 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:51 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-e9rkzJLL5nq84qqdCyD6wB07S13jIIJV5TPriEyGwI6 Scale: 3/4"=1' 1 2 3 5 4 2x8 2x4 2x8 3x4 0-10-5 0-10-5 1-0-7 0-2-2 -2-1-6 2-1-6 0-10-5 0-10-5 1-0-7 0-2-2 1-11-02-7-02-3-70-3-82-7-07.68 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.93 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 3-4: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=393/0-3-8, 4=-204/0-1-8 Max Horz 5=129(LC 5) Max Uplift 5=-254(LC 4), 4=-372(LC 6) Max Grav 5=624(LC 6), 4=165(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-149/321, 2-5=-560/245 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.3 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=254, 4=372. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss FJ2 Truss Type MONO Qty 3 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381395 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:52 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-6MP7AfLzs5z?i_PpmgkLTPYQQRQY1lZeK79OEhyGwI5 Scale = 1:16.5 1 2 3 5 4 2x4 2x4 2x4 2x4 1-0-8 1-0-8 1-2-0 0-1-8 -1-4-4 1-4-4 1-0-8 1-0-8 1-2-0 0-1-8 1-8-52-7-152-4-70-3-82-7-1510.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.41 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=202/0-3-8, 4=-42/0-1-8 Max Horz 5=113(LC 5) Max Uplift 5=-120(LC 4), 4=-111(LC 6) Max Grav 5=296(LC 6), 4=57(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-259/116 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=120, 4=111. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss G01 Truss Type MONO TRUSS Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381396 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:52 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-6MP7AfLzs5z?i_PpmgkLTPYRARRG1lZeK79OEhyGwI5 Scale = 1:10.0 1 2 3 5 4 6 3x8 2x4 3x4 2-0-15 2-0-15 -1-4-4 1-4-4 2-0-15 2-0-15 0-10-131-5-11-1-90-3-81-5-13.00 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 3-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.36 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* 2-5: 2x4 SPF Stud/No.3 BRACING- TOP CHORD 2-0-0 oc purlins, except end verticals (Switched from sheeted: Spacing > 2-8-0). BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=297/0-3-8, 4=43/0-1-8 Max Horz 5=39(LC 6) Max Uplift 5=-148(LC 6), 4=-48(LC 8) Max Grav 5=375(LC 8), 4=60(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-321/161 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=148. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss G02 Truss Type MONO TRUSS Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381397 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:53 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-aYyVO?MbcO5rK8_?KNGa0c5eorlsmCpoYnuyn7yGwI4 Scale = 1:12.4 1 2 3 5 4 6 2x4 4x6 2x4 2x4 3x6 4-1-0 4-1-0 -1-4-4 1-4-4 4-1-0 4-1-0 0-10-131-11-10-3-81-11-13.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.24 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=254/0-3-8, 4=127/0-1-8 Max Horz 5=33(LC 6) Max Uplift 5=-107(LC 6), 4=-33(LC 6) Max Grav 5=257(LC 9), 4=136(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=107. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss G03 Truss Type MONOPITCH Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381398 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:53 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-aYyVO?MbcO5rK8_?KNGa0c5ZYrhQmCpoYnuyn7yGwI4 Scale: 3/4"=1' 1 2 3 5 4 6 4x12 3x4 3x4 4x6 3x6 6-1-1 6-1-1 -1-4-4 1-4-4 6-1-1 6-1-1 0-10-132-5-10-3-82-5-13.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-8], [4:Edge,0-3-8], [4:0-3-0,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 3-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.58 0.38 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals (Switched from sheeted: Spacing > 2-8-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=492/0-8-0, 4=321/0-1-8 Max Horz 5=56(LC 6) Max Uplift 5=-174(LC 6), 4=-74(LC 6) Max Grav 5=504(LC 9), 4=355(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-267/64, 3-4=-254/120, 2-5=-435/230 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=174. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss G04 Truss Type MONO TRUSS Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381399 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:54 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-3kWtbLNDNiDixIZBu5npYqelvF16VebxnReVJZyGwI3 Scale = 1:16.5 1 2 3 4 6 5 7 3x10 4x9 2x4 3x8 3x6 6-9-3 6-9-3 -1-5-10 1-5-10 2-8-9 2-8-9 6-9-3 4-0-10 0-10-132-5-90-3-82-5-92.77 12 Plate Offsets (X,Y)-- [2:0-0-6,0-1-12], [6:0-3-8,Edge], [6:0-0-0,0-1-12] 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 2-6-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.47 0.35 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 5-6 5-6 5 l/defl >999 >989 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=453/0-3-8, 5=301/0-1-8 Max Horz 6=48(LC 6) Max Uplift 6=-161(LC 6), 5=-70(LC 6) Max Grav 6=467(LC 9), 5=336(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-405/110, 2-6=-376/200 BOT CHORD 5-6=-78/353 WEBS 3-5=-266/117 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=161. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss G05 Truss Type MONO TRUSS Qty 3 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381400 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:55 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-Xw4FphOs80LZZR8ORoI251AwxfNWE41505N3r0yGwI2 Scale = 1:16.4 1 2 3 4 6 5 7 3x10 4x9 2x4 3x6 3x6 6-3-9 6-3-9 -1-4-4 1-4-4 2-6-6 2-6-6 6-3-9 3-9-3 0-10-132-5-110-3-82-5-113.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-1-12], [6:0-5-0,0-0-8], [6:0-0-0,0-1-12] 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 2-10-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.45 0.34 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals (Switched from sheeted: Spacing > 2-8-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=476/0-3-8, 5=316/0-1-8 Max Horz 6=54(LC 6) Max Uplift 6=-167(LC 6), 5=-74(LC 6) Max Grav 6=488(LC 9), 5=350(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-400/110, 2-6=-394/208 BOT CHORD 5-6=-74/337 WEBS 3-5=-260/120 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=167. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss G06 Truss Type MONO TRUSS Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381401 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:55 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-Xw4FphOs80LZZR8ORoI251AvhfMcE4f505N3r0yGwI2 Scale = 1:16.5 1 2 3 4 6 5 7 4x9 4x9 2x4 3x8 3x6 6-9-3 6-9-3 -1-5-9 1-5-9 2-8-9 2-8-9 6-9-3 4-0-10 0-10-132-5-90-3-82-5-92.77 12 Plate Offsets (X,Y)-- [2:0-0-6,0-1-12], [6:0-0-0,0-1-12] 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 2-10-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.53 0.40 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 0.01 (loc) 5-6 5-6 5 l/defl >999 >874 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals (Switched from sheeted: Spacing > 2-8-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=513/0-3-8, 5=341/0-1-8 Max Horz 6=54(LC 6) Max Uplift 6=-179(LC 6), 5=-77(LC 6) Max Grav 6=528(LC 9), 5=381(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-457/121, 2-6=-426/224 BOT CHORD 5-6=-84/400 WEBS 3-5=-300/129 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=179. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss G07 Truss Type MONO TRUSS Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381402 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:56 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-?7ed01PUvJTQBbja?WpHdFj692k7zXUEEl7cNSyGwI1 Scale: 3/4"=1' 1 2 3 4 6 5 7 3x10 4x9 2x4 3x6 3x6 5-11-3 5-11-3 -1-4-4 1-4-4 2-4-3 2-4-3 5-11-3 3-7-0 0-10-132-4-100-3-82-4-103.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-1-12], [6:0-5-0,0-0-12], [6:0-0-0,0-1-12] 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 3-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.42 0.32 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD 2-0-0 oc purlins, except end verticals (Switched from sheeted: Spacing > 2-8-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=483/0-3-8, 5=311/0-1-8 Max Horz 6=56(LC 6) Max Uplift 6=-173(LC 6), 5=-72(LC 6) Max Grav 6=495(LC 9), 5=343(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-379/103, 2-6=-401/214 BOT CHORD 5-6=-64/311 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=173. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss G08 Truss Type MONO TRUSS Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381403 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:56 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-?7ed01PUvJTQBbja?WpHdFj792m1zYZEEl7cNSyGwI1 Scale = 1:12.2 1 2 3 5 4 6 3x8 4x6 2x8 3x6 3-11-0 3-11-0 -1-4-4 1-4-4 3-11-0 3-11-0 0-10-131-10-90-3-81-10-93.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 3-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.36 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD 2-0-0 oc purlins, except end verticals (Switched from sheeted: Spacing > 2-8-0). BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=373/0-3-8, 4=180/0-1-8 Max Horz 5=48(LC 6) Max Uplift 5=-157(LC 6), 4=-43(LC 6) Max Grav 5=378(LC 8), 4=191(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-322/188 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=157. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss G09 Truss Type MONOPITCH Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381404 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:19:57 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-TJC0ENP6gdbHolImZDKWASFKGS8vi?oOTPs9wuyGwI0 Scale = 1:9.7 1 2 3 5 4 4x6 2x4 2x4 2x4 3x6 1-10-13 1-10-13 -1-4-4 1-4-4 1-10-13 1-10-13 0-10-131-4-80-3-81-4-83.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.21 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=195/0-8-0, 4=12/0-1-8 Max Horz 5=46(LC 7) Max Uplift 5=-109(LC 6), 4=-48(LC 8) Max Grav 5=256(LC 8), 4=29(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=109. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss H01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 WF51 - Waterfront Lot #51 Job Reference (optional) I35381405 8.220 e Aug 13 2018 MiTek Industries, Inc. Wed Nov 21 16:03:40 2018 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:DLOlyPqTReoQQ_vxQokCqVyZon9-ooDN8SRbzAJYAzH?TlBFTrOQ9o9tnDPTd_lSUMyGvf1 Scale = 1:55.6 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 31 32 33 4x6 8x8 8x8 4x6 3x6 6x8 5x6 3x4 2x8 5x6 4x9 5x9 4x16 3x4 2x8 5x6 5x6 3x10 4x6 1-2-2 1-2-2 3-10-8 2-8-6 8-2-3 4-3-11 12-5-0 4-2-13 15-5-10 3-0-10 19-8-7 4-2-13 24-1-12 4-5-5 26-9-6 2-7-10 27-10-14 1-1-8 -1-9-8 1-9-8 1-2-2 1-2-2 3-10-8 2-8-6 8-2-3 4-3-11 12-5-0 4-2-13 15-5-10 3-0-10 19-8-7 4-2-13 24-1-12 4-5-5 26-9-6 2-7-10 27-10-14 1-1-8 29-9-14 1-11-0 2-8-60-11-92-5-110-11-53-6-134-0-22-5-72-5-1113.39 12 13.56 12 2.13 12 11.96 12 11.85 12 Plate Offsets (X,Y)-- [2:0-2-13,0-1-12], [3:Edge,0-1-15], [4:0-4-0,0-5-11], [7:0-8-0,0-2-1], [9:0-3-12,0-5-15], [11:0-2-12,0-1-8], [13:0-0-0,0-0-0], [17:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.86 0.84 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.25 0.02 (loc) 16-18 16-18 9 l/defl >999 >956 n/a L/d 240 180 n/a PLATES MT20 Weight: 369 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP 2250F 1.9E WEBS 2x4 SPF Stud/No.3 [P] BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-6 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-3-8 except (jt=length) 4=1-2-4, 9=1-2-5. (lb) - Max Horz 4=10(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 4=-338(LC 6), 9=-361(LC 6), 21=-577(LC 13), 13=-633(LC 13) Max Grav All reactions 250 lb or less at joint(s) 21, 13 except 4=3006(LC 27), 9=3117(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/416, 3-22=-33/477, 4-22=-51/432, 4-23=-3650/418, 5-23=-3620/427, 5-24=-5448/638, 6-24=-5392/646, 6-7=-5320/659, 7-25=-5385/662, 8-25=-5441/654, 8-26=-3822/476, 9-26=-3852/467, 9-27=-66/491, 10-27=-47/528, 10-11=0/465, 2-21=-24/745, 11-13=-18/813 BOT CHORD 4-20=-278/156, 4-28=-305/3479, 19-28=-305/3479, 19-29=-305/3479, 18-29=-305/3479, 17-18=-497/5327, 17-30=-497/5327, 16-30=-497/5327, 16-31=-353/3681, 31-32=-353/3681, 15-32=-353/3681, 15-33=-353/3681, 9-33=-353/3681, 9-14=-337/158 WEBS 3-20=-704/0, 5-19=-892/155, 5-18=-199/1958, 6-18=-39/497, 7-16=-73/775, 8-16=-166/1753, 8-15=-811/141, 10-14=-740/24, 11-14=-648/161, 2-20=-579/171 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2) -1-9-8 to 29-9-14; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.1 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 338 lb uplift at joint 4, 361 lb uplift at joint 9, 577 lb uplift at joint 21 and 633 lb uplift at joint 13. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 JOINTS 4, 9 ARE PINNED ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. 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. November 26,2018 Job 1800555 Truss H01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 WF51 - Waterfront Lot #51 Job Reference (optional) I35381405 8.220 e Aug 13 2018 MiTek Industries, Inc. Wed Nov 21 16:03:40 2018 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:DLOlyPqTReoQQ_vxQokCqVyZon9-ooDN8SRbzAJYAzH?TlBFTrOQ9o9tnDPTd_lSUMyGvf1 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 293 lb down and 63 lb up at 12-5-0 on top chord, and 108 lb down and 39 lb up at 9-4-10, 312 lb down and 65 lb up at 12-2-9, 321 lb down and 51 lb up at 12-6-4, 321 lb down and 51 lb up at 14-6-4, 671 lb down and 104 lb up at 15-4-4, 300 lb down and 65 lb up at 15-10-12, and 149 lb down and 56 lb up at 18-8-15, and 0 lb up at 21-7-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-6=-60, 6-7=-60, 7-9=-60, 9-10=-60, 10-11=-60, 11-12=-60, 4-21=-20, 4-9=-20, 9-13=-20 Concentrated Loads (lb) Vert: 18=-634 6=-255 16=-671 28=-12 29=-108 30=-321 31=-300 32=-149 33=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 1800555 Truss H02 Truss Type Roof Special Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381406 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:01 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-L4RW3kScks5jHMbYo3PSKIQrz3OvegMzO0qN2fyGwHy Scale = 1:63.2 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 31 32 33 34 5x6 9x14 MT18HS 6x6 4x6 2x4 3x6 3x8 2x4 4x6 6x10 4x16 3x8 3x4 3x6 3x8 5x6 2x4 4x6 3x4 3x6 3x4 3x6 3x6 0-0-6 0-0-6 3-2-4 3-1-15 5-8-6 2-6-1 7-4-0 1-7-11 15-3-0 7-10-15 16-7-11 1-4-12 24-8-10 8-0-15 26-3-7 1-6-12 28-9-1 2-5-10 31-10-8 3-1-7 31-10-14 0-0-6 -1-11-0 1-11-0 3-2-4 3-2-4 7-4-0 4-1-12 15-3-0 7-10-15 16-7-11 1-4-12 20-8-3 4-0-8 24-8-10 4-0-8 28-9-1 4-0-6 31-10-14 3-1-13 33-9-14 1-11-0 2-11-61-9-143-2-111-9-95-9-136-6-12-8-73-2-1113.39 12 13.56 12 2.13 12 11.96 12 11.85 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:Edge,0-1-14], [6:0-5-0,0-2-15], [7:0-8-0,0-2-1], [12:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.87 0.47 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.23 0.02 (loc) 17-19 17-19 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 167 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-20: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-6 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-7-7 except (jt=length) 23=0-8-3, 16=0-8-4. (lb) - Max Horz 25=15(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 25, 14 except 23=-118(LC 6), 16=-126(LC 6) Max Grav All reactions 250 lb or less at joint(s) except 25=526(LC 33), 14=517(LC 39), 23=1326(LC 27), 16=1374(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=0/486, 5-6=-1355/162, 6-7=-1165/146, 7-8=-1217/141, 9-10=-19/776, 2-25=-505/64, 12-14=-496/83 BOT CHORD 23-24=-523/151, 19-20=-6/1266, 17-19=-31/1049, 15-16=-589/147 WEBS 3-24=-271/0, 5-22=0/321, 5-20=-67/1055, 6-19=-321/69, 7-19=-35/289, 8-17=-1328/179, 9-17=0/811, 11-15=-308/0, 4-23=-631/0, 10-16=-905/74, 9-16=-633/37, 10-15=0/656, 4-24=0/604, 5-23=-1084/150 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.1 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14 except (jt=lb) 23=118, 16=126. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. 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. November 26,2018 Job 1800555 Truss H03 Truss Type Roof Special Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381407 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:03 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-ITZHUQUtGTLRXglwvURwQjVDrt5E6gQGrKJU6YyGwHw Scale = 1:69.9 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 5x6 6x12 5x9 5x6 3x4 3x6 3x8 2x4 3x8 6x8 2x4 6x10 3x4 5x6 3x6 3x8 2-0-00-0-6 0-0-6 0-4-1 0-3-11 5-2-7 4-10-6 10-0-0 4-9-9 10-0-7 0-0-7 17-11-6 7-10-15 25-10-15 7-11-9 25-11-0 0-0-1 29-0-7 3-1-7 30-8-12 1-8-5 32-6-4 1-9-8 35-10-8 3-4-4 35-10-14 0-0-6 -1-11-0 1-11-0 5-2-7 5-2-7 10-9-9 5-7-2 17-11-6 7-1-13 25-3-9 7-4-3 30-8-12 5-5-3 35-10-14 5-2-2 37-9-14 1-11-0 2-11-62-5-33-8-72-4-137-9-138-9-12-8-713.39 12 13.56 12 2.13 12 11.96 12 11.85 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-15], [3:Edge,0-1-5], [3:0-0-7,0-0-8], [6:0-2-1,0-0-0], [10:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.71 0.41 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.01 (loc) 14-16 14-16 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-19,6-16,8-16,9-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-19 REACTIONS.All bearings 0-7-7 except (jt=length) 18=0-8-3, 14=0-8-4. (lb) - Max Horz 20=17(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 20, 18, 14, 12 Max Grav All reactions 250 lb or less at joint(s) except 20=760(LC 28), 18=1089(LC 12), 14=1102(LC 12), 12=733(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-487/76, 3-4=-500/94, 4-5=-415/83, 5-6=-683/128, 6-7=-861/124, 7-8=-846/124, 8-9=-421/95, 9-10=-477/101, 2-20=-698/89, 10-12=-674/114 BOT CHORD 18-19=-317/130, 16-18=0/407 WEBS 5-19=0/467, 5-18=-1023/181, 6-16=-18/644, 8-16=-8/740, 8-14=-1006/187, 8-13=0/293 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.1 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 18, 14, 12. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. 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. November 26,2018 Job 1800555 Truss H04 Truss Type ROOF SPECIAL Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381408 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:04 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-mf7fimVV1nTI8qK6TBy9yx2K4HT8r7nP4_31e_yGwHv Scale = 1:82.4 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 28 29 30 31 32 6x6 7x10 MT18HS 5x6 7x12 5x9 3x4 3x6 3x8 2x4 3x8 2x4 4x12 3x6 4x12 3x8 3x6 2-0-07-2-9 7-2-9 14-1-3 6-10-10 14-3-1 0-1-14 19-11-6 5-8-6 25-9-13 5-10-7 25-10-8 0-0-11 29-0-1 3-1-9 32-8-7 3-8-6 36-6-4 3-9-13 39-10-14 3-4-10 -1-10-15 1-10-15 7-2-9 7-2-9 14-3-1 7-0-7 19-11-6 5-8-6 25-10-8 5-11-1 32-8-7 6-10-0 39-10-14 7-2-7 41-9-14 1-11-0 2-8-62-9-93-9-112-9-19-6-1210-9-02-5-713.39 12 13.56 12 2.13 12 11.96 12 11.85 12 Plate Offsets (X,Y)-- [7:0-5-8,0-2-8], [8:0-5-12,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 1.00 0.31 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.00 (loc) 15-17 15-17 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 198 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-17,4-17,7-11,2-17: 2x4 SPF No.2, 2-18,8-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 11-13. WEBS 1 Row at midpt 7-11 REACTIONS.All bearings 0-5-8. (lb) - Max Horz 18=11(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 18, 15, 13, 10 Max Grav All reactions 250 lb or less at joint(s) except 18=902(LC 9), 15=1084(LC 12), 13=1073(LC 12), 10=902(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-679/96, 3-4=-615/92, 4-5=-389/81, 5-6=-397/80, 6-7=-601/110, 7-8=-682/112, 2-18=-831/100, 8-10=-830/136 WEBS 4-17=0/260, 4-15=-950/137, 4-14=0/425, 6-14=0/398, 6-13=-938/168, 6-11=0/267 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.1 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 15, 13, 10. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. 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. November 26,2018 Job 1800555 Truss H05 Truss Type Roof Special Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381409 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:07 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-AEpoKoXNJirs?H3h8KWsaZgubUQc2K7smyHhFJyGwHs Scale = 1:86.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 25 26 27 28 29 30 31 32 33 34 35 36 3x6 5x6 6x6 5x6 6x6 5x6 3x6 3x6 3x8 4x6 3x6 3x8 3x8 3x6 3x8 4x6 2x8 4x6 4x6 2x8 3x6 3x6 2-0-09-2-12 9-2-12 17-5-3 8-2-7 17-10-7 0-5-4 26-0-3 8-1-12 26-5-12 0-5-9 28-11-11 2-6-0 34-8-3 5-8-8 40-6-4 5-10-1 43-10-14 3-4-10 -1-11-0 1-11-0 4-9-2 4-9-2 9-2-12 4-5-10 13-3-15 4-1-4 17-5-3 4-1-4 21-11-7 4-6-4 26-5-12 4-6-5 30-6-15 4-1-4 34-8-3 4-1-4 39-1-12 4-5-10 43-10-14 4-9-2 45-9-14 1-11-0 2-4-03-4-54-1-1411-6-122-4-112.00 12 2.13 12 Plate Offsets (X,Y)-- [9:0-0-0,0-0-0], [10:0-0-0,0-0-0], [12:0-0-0,0-0-0], [13:0-0-0,0-0-0], [14:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.79 0.51 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.31 0.03 (loc) 23-24 23-24 16 l/defl >999 >681 n/a L/d 240 180 n/a PLATES MT20 Weight: 244 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-21,8-21,8-19,9-19,2-24,14-16: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-23, 6-21, 10-19, 10-17 REACTIONS.All bearings 0-5-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 21, 19, 24, 16 Max Grav All reactions 250 lb or less at joint(s) except 21=1121(LC 12), 19=1120(LC 12), 24=1024(LC 27), 16=1024(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-265/175, 3-5=-714/163, 5-6=-582/168, 10-11=-581/168, 11-13=-714/163, 13-14=-264/176, 2-24=-357/215, 14-16=-357/215 BOT CHORD 23-24=0/480, 21-23=0/363, 17-19=0/363, 16-17=0/480 WEBS 5-23=-136/423, 6-21=-605/42, 7-21=-363/113, 8-21=-252/71, 8-19=-252/71, 9-19=-363/113, 10-19=-605/42, 11-17=-136/423, 3-24=-764/0, 13-16=-764/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 19, 24, 16. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. 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. November 26,2018 Job 1800555 Truss H06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 WF51 - Waterfront Lot #51 Job Reference (optional) I35381410 8.220 s Aug 13 2018 MiTek Industries, Inc. Mon Nov 26 13:42:48 2018 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:DLOlyPqTReoQQ_vxQokCqVyZon9-STe?aCDOpIu0fDbXQPwqaZTnbaYjoaJ1Li9mHtyFIF5 Scale = 1:75.5 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 31 32 33 3x6 4x9 6x10 3x10 6x14 10x12 6x8 2x4 10x10 3x10 12x12 4x12 10x10 8x16 3x4 3x8 7x12 7x12 5x6 2x8 0-6-12 0-6-12 1-2-8 0-7-12 2-2-8 1-0-0 6-3-6 4-0-14 10-4-4 4-0-14 14-4-8 4-0-3 18-10-3 4-5-12 20-5-9 1-7-6 23-1-0 2-7-7 2-2-8 2-2-8 6-3-6 4-0-14 10-4-4 4-0-14 14-4-8 4-0-3 18-4-11 4-0-3 18-10-3 0-5-8 20-5-9 1-7-6 23-1-0 2-7-7 1-2-83-6-511-6-124-4-52-0-012.00 12 2.12 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-12], [3:0-1-0,0-2-8], [8:0-8-4,0-3-0], [9:0-1-12,0-0-0], [15:0-8-0,0-5-8], [16:0-5-0,0-6-4], [17:0-6-0,0-6-4], [19:0-3-8,0-6-4], [20:0-2-9,0-2-9], [23:0-0-0,0-1-12] 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 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.82 0.62 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.34 0.49 (loc) 16-17 16-17 13 l/defl >999 >706 n/a L/d 240 180 n/a PLATES MT20 Weight: 522 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E *Except* 3-21: 2x4 SP 2400F 2.0E, 9-14: 2x4 SPF Stud/No.3 12-14: 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-17,2-20: 2x4 SPF No.2, : 2x6 SPF No.2 10-15: 2x4 SPF-S 1650F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21,14-15. REACTIONS.(lb/size) 13=12379/0-6-0 (req. 0-6-8), 22=13678/0-8-6 Max Horz 22=30(LC 7) Max Uplift 22=-375(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-15139/1115, 3-4=-11042/0, 4-5=-7990/0, 5-24=-7930/0, 6-24=-7834/0, 6-25=-7837/0, 7-25=-7991/0, 7-26=-12336/0, 8-26=-12360/0, 8-9=-8962/0, 9-10=-8337/0, 10-11=-22/1019, 11-12=-5/1316 BOT CHORD 20-21=-2415/176, 3-20=-1547/3664, 20-27=-546/11407, 27-28=-546/11407, 19-28=-546/11407, 19-29=0/7780, 18-29=0/7780, 17-18=0/7780, 17-30=0/8763, 16-30=0/8763, 16-31=0/13915, 31-32=0/13915, 15-32=0/13915, 14-15=-498/14, 13-14=0/294 WEBS 3-19=-3685/827, 4-19=-129/4572, 4-17=-3463/0, 6-17=0/10905, 7-17=-5083/0, 7-16=0/6764, 8-16=-5325/0, 8-15=-10037/0, 1-23=-36/318, 11-13=-1892/0, 13-15=-2179/59, 10-13=-7756/0, 10-15=0/12900, 2-21=-254/1493, 2-20=-753/10292, 2-22=-7908/311 NOTES- 1) n/a 2) n/a 3) 3-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected with 8d (0.131"x2.5") nails as follows: 2x8 - 4 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Web connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc, Except member 15-8 2x4 - 1 row at 0-4-0 oc, member 23-1 2x4 - 2 rows staggered at 0-4-0 oc, member 2-22 2x4 - 1 row at 0-7-0 oc. 4) 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. 5) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 6) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 7) Unbalanced snow loads have been considered for this design. 8) Provide adequate drainage to prevent water ponding.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. November 26,2018 Job 1800555 Truss H06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 WF51 - Waterfront Lot #51 Job Reference (optional) I35381410 8.220 s Aug 13 2018 MiTek Industries, Inc. Mon Nov 26 13:42:48 2018 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:DLOlyPqTReoQQ_vxQokCqVyZon9-STe?aCDOpIu0fDbXQPwqaZTnbaYjoaJ1Li9mHtyFIF5 NOTES- 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) WARNING: Required bearing size at joint(s) 13 greater than input bearing size. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 375 lb uplift at joint 22. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1695 lb down at 2-5-4, 1695 lb down at 4-5-4, 1695 lb down at 6-5-4, 1695 lb down at 8-5-4, 1695 lb down at 10-5-4, 2653 lb down at 12-5-4, 2480 lb down at 14-5-4, 2271 lb down at 16-5-4, and 1915 lb down at 18-5-4, and 4828 lb down and 516 lb up at 0-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-8=-60, 8-11=-60, 21-23=-20, 15-20=-20, 12-14=-20 Concentrated Loads (lb) Vert: 23=-4400(F) 19=-1695(B) 17=-1695(B) 16=-2480(B) 27=-1695(B) 28=-1695(B) 29=-1695(B) 30=-2653(B) 31=-2271(B) 32=-1915(B) 33=-2040 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 1800555 Truss H06A Truss Type Roof Special Girder Qty 1 Ply 3 WF51 - Waterfront Lot #51 Job Reference (optional) I35381411 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:11 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-3?2IA9auNwMIUvMTN9aokPrg85l1_BsRhaFvO4yGwHo Scale = 1:72.3 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 18 19 20 21 22 23 24 25 26 27 28 3x6 4x6 6x12 2x4 4x8 MT18HS 4x6 3x6 10x10 10x10 3x6 6x6 2x4 4x12 4x6 3x4 5-1-10 5-1-10 9-11-13 4-10-2 14-0-0 4-0-3 18-0-4 4-0-3 20-0-9 2-0-5 22-8-8 2-7-15 5-1-10 5-1-10 9-11-13 4-10-2 14-0-0 4-0-3 18-0-4 4-0-3 22-8-8 4-8-4 1-6-153-6-511-6-124-4-512.00 12 2.13 12 Plate Offsets (X,Y)-- [11:0-3-0,0-4-8], [14:0-3-8,0-5-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.44 0.74 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.03 (loc) 12-14 12-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 452 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 2-12,4-12,5-12: 2x4 SPF No.2, 1-15: 2x8 SP 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) 15=8483/0-10-0, 9=6958/0-6-0 Max Horz 15=11(LC 35) Max Uplift 9=-550(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7408/0, 2-4=-5535/0, 4-5=-5491/5, 5-6=-7222/0, 7-8=-294/0, 1-15=-6432/0 BOT CHORD 14-15=0/1456, 12-14=0/5149, 11-12=0/5058, 10-11=0/4694, 9-10=0/4772 WEBS 2-14=0/2782, 2-12=-2136/68, 4-12=0/7367, 5-12=-2464/22, 5-11=0/3118, 6-11=-54/468, 6-10=0/1668, 1-14=0/3858, 6-9=-8626/0, 7-9=-40/302 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=550. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1588 lb down at 1-4-4, 1588 lb down at 3-4-4, 1588 lb down at 5-4-4, 1563 lb down at 7-4-4, 1563 lb down at 9-4-4, 1563 lb down at 11-4-4, 1563 lb down at 13-4-4, 1563 lb down at 15-4-4, 1563 lb down at 17-4-4, and 686 lb up at 19-4-4, and 686 lb up at 21-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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. November 26,2018 Job 1800555 Truss H06A Truss Type Roof Special Girder Qty 1 Ply 3 WF51 - Waterfront Lot #51 Job Reference (optional) I35381411 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:11 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-3?2IA9auNwMIUvMTN9aokPrg85l1_BsRhaFvO4yGwHo LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-7=-60, 8-15=-20 Concentrated Loads (lb) Vert: 14=-1588(F) 19=-1588(F) 20=-1588(F) 21=-1563(F) 22=-1563(F) 23=-1563(F) 24=-1563(F) 25=-1563(F) 26=-1563(F) 27=242(F) 28=242(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 1800555 Truss HJ1 Truss Type MONO TRUSS Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381412 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:12 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-XCcgNVbW8EU963xfxt51HdNlAVFgjmKbwE?SxXyGwHn Scale = 1:23.2 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-10-13 1-10-13 1-1-5 1-1-5 2-8-63-11-513.47 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.80 0.01 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.00 -0.00 (loc) 1 1-2 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 16 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=310/1-1-5, 4=-122/1-1-5 Max Horz 5=198(LC 5) Max Uplift 5=-203(LC 4), 4=-277(LC 8) Max Grav 5=478(LC 6), 4=117(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-280/249, 2-5=-470/208 WEBS 2-4=-0/367 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=203, 4=277. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss HJ2 Truss Type MONO TRUSS Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381413 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:12 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-XCcgNVbW8EU963xfxt51HdNlTVFhjngbwE?SxXyGwHn Scale = 1:20.9 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-10-11 1-10-11 1-0-10 1-0-10 2-5-73-6-112.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.79 0.01 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.01 -0.00 (loc) 1 1-2 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 14 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=317/1-0-10, 4=-133/1-0-10 Max Horz 5=175(LC 5) Max Uplift 5=-217(LC 4), 4=-259(LC 8) Max Grav 5=492(LC 6), 4=136(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-257/265, 2-5=-484/222 WEBS 2-4=-0/310 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=217, 4=259. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss J Truss Type Half Hip Girder Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381414 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:13 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-?OA3brc8vYc0jCWrVadGpqw28vZ1SEmk9uk0TzyGwHm Scale = 1:19.9 1 2 3 4 5 9 8 7 6 3x6 2x4 2x4 2x4 2x4 2x4 2x8 2x4 1-2-0 1-2-0 3-0-0 1-10-1 -1-4-4 1-4-4 1-5-5 1-5-5 3-0-0 1-6-12 1-11-03-4-51-0-132-3-81-4-52-0-03-4-512.00 12 Plate Offsets (X,Y)-- [4:0-2-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.28 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-8: 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 9=209/0-3-8, 6=70/0-1-8 Max Horz 9=138(LC 4) Max Uplift 9=-15(LC 4), 6=-44(LC 4) Max Grav 9=231(LC 6), 6=88(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2) -1-4-4 to 2-10-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 109 lb up at 1-5-5 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 8-9=-20, 6-7=-20 Concentrated Loads (lb) Vert: 4=28(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. November 26,2018 Job 1800555 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381415 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:13 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-?OA3brc8vYc0jCWrVadGpqw?dvTLSEmk9uk0TzyGwHm Scale = 1:27.9 1 2 6 5 3 4 4x6 4x12 1-1-13 1-1-13 3-0-0 1-10-4 -1-4-4 1-4-4 1-1-13 1-1-13 3-0-0 1-10-4 1-11-04-11-02-11-04-4-92-0-012.00 12 Plate Offsets (X,Y)-- [2:0-5-12,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.50 0.56 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 0.02 -0.07 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 6=244/0-3-8, 3=58/Mechanical, 4=18/Mechanical Max Horz 6=225(LC 4) Max Uplift 3=-99(LC 4), 4=-52(LC 4) Max Grav 6=277(LC 6), 3=113(LC 8), 4=70(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-268/5 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss J02 Truss Type Monopitch Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381416 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:14 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-TakRoBcmgrktLM513I8VM2TDZJxRBhGuNYUZ?PyGwHl Scale = 1:27.9 1 2 3 5 4 6 3x4 2x4 3x6 3x6 5x9 -1-4-4 1-4-4 3-0-0 3-0-0 1-11-04-11-04-4-94-11-012.00 12 Plate Offsets (X,Y)-- [3:0-3-7,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.24 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 4-5 4-5 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=215/0-3-8, 6=64/Mechanical, 3=14/Mechanical Max Horz 5=79(LC 4) Max Uplift 5=-63(LC 4), 6=-142(LC 5), 3=-269(LC 4) Max Grav 5=247(LC 6), 6=256(LC 4), 3=193(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-6=-314/149 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=142, 3=269. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss J03 Truss Type Jack-Open Qty 14 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381417 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:14 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-TakRoBcmgrktLM513I8VM2T9AJrnBg6uNYUZ?PyGwHl Scale = 1:28.0 1 2 6 5 4 3 2x8 2x4 2x4 3x8 MT18HS 2-8-8 2-8-8 1-11-02-2-84-11-00-3-84-4-94-11-012.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.45 0.42 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 -0.06 (loc) 5-6 5-6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 14 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=174/Mechanical, 3=-57/Mechanical, 6=84/0-1-8 Max Horz 6=146(LC 4) Max Uplift 5=-330(LC 4), 3=-156(LC 5), 6=-60(LC 5) Max Grav 5=382(LC 5), 3=155(LC 4), 6=152(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-310/287 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 5=330, 3=156. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss J04 Truss Type Jack-Open Qty 4 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381418 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:15 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-xnHp?XdOR9skzWgEc?fkvF?KTjAZw6G1cCD6XryGwHk Scale = 1:27.9 1 2 3 7 6 5 4 4x6 3x6 2x4 2x4 3-0-0 3-0-0 -1-4-4 1-4-4 3-0-0 3-0-0 1-11-04-11-04-4-94-11-012.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.48 0.51 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 -0.06 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=215/0-3-8, 6=130/Mechanical, 4=-31/Mechanical Max Horz 7=219(LC 4) Max Uplift 7=-28(LC 5), 6=-338(LC 4), 4=-179(LC 5) Max Grav 7=250(LC 6), 6=391(LC 5), 4=168(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-327/293 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 6=338, 4=179. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss J05 Truss Type MONO TRUSS Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381419 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:16 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-PzrBDte1CT_bagFQAjAzRTYUU6dRfZzBrszg4IyGwHj Scale = 1:19.6 1 2 3 5 4 6 7 2x4 4x6 3x6 3x4 3x6 2-1-8 2-1-8 -2-1-6 2-1-6 2-1-8 2-1-8 1-11-03-3-52-0-03-3-57.68 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.53 0.02 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 4 4 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=289/0-3-8, 7=-31/Mechanical Max Horz 5=107(LC 5) Max Uplift 5=-117(LC 4), 7=-109(LC 6) Max Grav 5=396(LC 6), 7=21(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-381/127 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=117, 7=109. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss J06 Truss Type Jack-Open Qty 4 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381420 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:16 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-PzrBDte1CT_bagFQAjAzRTYUI6WtfZ5Brszg4IyGwHj Scale = 1:27.7 1 2 3 7 6 5 4 4x6 3x6 2x4 2x4 3-5-6 3-5-3 -1-6-13 1-6-13 3-5-6 3-5-6 1-11-04-10-124-4-134-10-1210.36 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.54 0.50 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 -0.06 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=247/0-3-10, 4=-59/Mechanical, 6=175/Mechanical Max Horz 7=218(LC 4) Max Uplift 7=-2(LC 5), 4=-233(LC 5), 6=-340(LC 4) Max Grav 7=286(LC 6), 4=193(LC 4), 6=447(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-384/309 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 13.6 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 4=233, 6=340. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss J07 Truss Type Jack-Open Qty 4 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381421 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:17 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-t9PZQCffzm6SCqqckQhC_g4hgWwJO2lK4WiDckyGwHi Scale = 1:17.3 1 2 5 3 43x4 2x8 1-2-15 1-2-15 -1-4-13 1-4-13 1-2-15 1-2-15 1-9-12-9-152-4-02-9-1510.36 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.44 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=202/0-3-7, 3=-21/Mechanical, 4=-2/Mechanical Max Horz 5=144(LC 4) Max Uplift 5=-22(LC 5), 3=-76(LC 6), 4=-72(LC 4) Max Grav 5=287(LC 6), 3=58(LC 5), 4=33(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-253/42 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 13.6 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss J08 Truss Type Jack-Open Qty 6 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381422 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:17 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-t9PZQCffzm6SCqqckQhC_g4gwWrxO0gK4WiDckyGwHi Scale = 1:28.1 1 2 3 7 6 5 4 4x6 3x6 2x4 2x4 3-0-8 3-0-8 -1-4-4 1-4-4 3-0-8 3-0-8 1-11-04-11-84-5-14-11-812.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.48 0.52 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 -0.06 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=216/0-3-8, 6=136/Mechanical, 4=-34/Mechanical Max Horz 7=220(LC 4) Max Uplift 7=-27(LC 5), 6=-344(LC 4), 4=-185(LC 5) Max Grav 7=250(LC 6), 6=399(LC 5), 4=173(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-334/300 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 6=344, 4=185. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss K Truss Type Roof Special Girder Qty 1 Ply 2 WF51 - Waterfront Lot #51 Job Reference (optional) I35381423 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:20 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-Ik5i3EhXGhU03HYBPYFvcJiBPksjbHjmmUxtD3yGwHf Scale = 1:36.3 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 4x9 4x12 4x6 4x6 4x16 6x10 6x12 MT18HS8x8 3x4 6x6 4x6 3x10 0-0-1 0-0-1 2-8-5 2-8-4 4-5-14 1-9-9 5-5-15 1-0-1 6-5-15 1-0-0 10-6-6 4-0-7 2-8-5 2-8-5 4-5-14 1-9-9 5-2-11 0-8-13 5-5-15 0-3-4 5-9-4 0-3-5 6-5-15 0-8-11 9-10-15 3-5-0 10-6-6 0-7-7 11-10-10 1-4-4 1-5-114-1-75-6-115-6-52-6-75-10-131-11-011.79 12 9.61 12 5.61 12 6.14 12 10.51 12 12.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-5-12,0-2-0], [6:0-1-10,0-1-10], [9:0-5-8,Edge], [10:0-3-0,0-4-4], [13:0-3-8,0-4-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.47 0.57 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.01 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 163 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 1-14,7-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 14=6010/0-3-6 (req. 0-3-14), 9=4513/0-3-8 Max Horz 14=-67(LC 60) Max Uplift 14=-1556(LC 7), 9=-1661(LC 6) Max Grav 14=6532(LC 62), 9=5152(LC 62) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4489/1607, 2-3=-4134/1647, 3-4=-3442/1417, 4-5=-3482/1464, 5-6=-4304/1712, 6-7=-4316/1656, 1-14=-4515/1606, 7-9=-4159/1676 BOT CHORD 13-14=-51/466, 12-13=-1151/3131, 11-12=-1328/3144, 10-11=-1328/3144, 9-10=0/588 WEBS 2-13=0/649, 2-12=-403/142, 3-12=-166/1227, 5-10=-277/1387, 7-10=-1503/2803, 1-13=-1236/2943, 4-11=-517/2175 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2) 0-2-12 to 11-10-10; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.2 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) WARNING: Required bearing size at joint(s) 14 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1556, 9=1661. 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. November 26,2018 Job 1800555 Truss K Truss Type Roof Special Girder Qty 1 Ply 2 WF51 - Waterfront Lot #51 Job Reference (optional) I35381423 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:20 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-Ik5i3EhXGhU03HYBPYFvcJiBPksjbHjmmUxtD3yGwHf NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 lb down and 170 lb up at 2-8-5, 301 lb down and 468 lb up at 4-5-14, and 650 lb down and 957 lb up at 5-5-15, and 277 lb down and 395 lb up at 6-5-15 on top chord, and 1719 lb down at 0-2-12, 1710 lb down at 2-3-10, 224 lb down and 240 lb up at 2-8-5, 1707 lb down at 4-3-10, 594 lb down and 452 lb up at 4-5-14, 683 lb down and 489 lb up at 5-2-11, 656 lb down and 486 lb up at 5-9-4, 1710 lb down at 6-3-10, and 532 lb down and 443 lb up at 6-5-15, and 1772 lb down and 28 lb up at 8-3-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 9-14=-20 Concentrated Loads (lb) Vert: 3=110(B) 5=86(B) 14=-1719(F) 13=-4(B) 10=-1970(F=-1710, B=-260) 4=221(B) 11=-815(B) 19=-1710(F) 20=-2048(F=-1707, B=-341) 21=-1772(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 1800555 Truss KA Truss Type JACK-OPEN Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381424 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:21 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-mxf4Gai90?cthR7OzGm88WFIq7BkKrKw_8gRlVyGwHe Scale = 1:23.0 1 2 3 7 6 5 4 4x6 3x8 2x4 2x4 2-3-2 2-3-2 -1-4-11 1-4-11 2-3-2 2-3-2 1-10-23-11-30-6-23-5-13-11-311.11 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 3-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.75 0.59 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.05 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD 2-0-0 oc purlins, except end verticals (Switched from sheeted: Spacing > 2-8-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=308/0-3-7, 6=46/Mechanical, 4=32/Mechanical Max Horz 7=274(LC 4) Max Uplift 7=-45(LC 5), 6=-318(LC 4), 4=-116(LC 5) Max Grav 7=395(LC 6), 6=362(LC 5), 4=110(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-344/30 WEBS 3-6=-283/240 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.9 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 6=318, 4=116. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss KB Truss Type JACK-OPEN Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381425 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:21 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-mxf4Gai90?cthR7OzGm88WFGP76HKnEw_8gRlVyGwHe Scale = 1:30.6 1 2 3 7 6 5 4 4x8 MT18HS 4x9 2x8 2x8 3-10-6 3-10-6 -1-5-0 1-5-0 3-10-6 3-10-6 1-10-95-5-120-6-34-11-95-5-1211.17 12 Plate Offsets (X,Y)-- [2:0-4-13,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 3-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.84 0.94 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.04 -0.11 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 20 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD 2-0-0 oc purlins, except end verticals (Switched from sheeted: Spacing > 2-8-0). BOT CHORD Rigid ceiling directly applied or 9-8-4 oc bracing. REACTIONS.(lb/size) 7=366/0-3-7, 6=384/Mechanical, 4=-169/Mechanical Max Horz 7=351(LC 4) Max Uplift 7=-1(LC 5), 6=-630(LC 4), 4=-448(LC 5) Max Grav 7=394(LC 6), 6=808(LC 5), 4=385(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-327/10, 3-4=-310/262 WEBS 3-6=-713/590 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.8 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 6=630, 4=448. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss KC Truss Type JACK-OPEN Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381426 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:22 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-E7DSTwjnnJkkIbiaXzHNhkoP7XXV3Cj3DoQ_HxyGwHd Scale = 1:32.6 1 2 3 7 6 5 4 5x10 MT18HS 4x9 2x8 2x8 4-1-10 4-1-10 -1-5-0 1-5-0 4-1-10 4-1-10 1-11-05-10-65-4-25-10-611.46 12 Plate Offsets (X,Y)-- [2:0-4-13,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 3-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.97 0.62 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.05 -0.13 (loc) 6-7 6-7 4 l/defl >999 >940 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 21 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD 2-0-0 oc purlins, except end verticals (Switched from sheeted: Spacing > 2-8-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=378/0-3-7, 6=455/Mechanical, 4=-219/Mechanical Max Horz 7=371(LC 4) Max Uplift 6=-707(LC 4), 4=-521(LC 5) Max Grav 7=397(LC 6), 6=918(LC 8), 4=445(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-326/8, 3-4=-366/307 WEBS 3-6=-819/664 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.5 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=707, 4=521. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss KD Truss Type JACK-OPEN Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381427 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:22 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-E7DSTwjnnJkkIbiaXzHNhkoPqXXO3D43DoQ_HxyGwHd Scale = 1:32.6 1 2 3 7 6 5 4 5x10 MT18HS 4x9 2x8 2x8 4-0-4 4-0-4 -1-5-0 1-5-0 4-0-4 4-0-4 1-11-55-10-60-6-55-4-15-10-611.70 12 Plate Offsets (X,Y)-- [2:0-4-14,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 3-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.99 0.63 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.04 -0.13 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 21 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD 2-0-0 oc purlins, except end verticals (Switched from sheeted: Spacing > 2-8-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=373/0-3-7, 6=422/Mechanical, 4=-194/Mechanical Max Horz 7=373(LC 4) Max Uplift 7=-9(LC 5), 6=-700(LC 4), 4=-496(LC 5) Max Grav 7=396(LC 6), 6=880(LC 5), 4=431(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-326/15, 3-4=-351/301 WEBS 3-6=-781/653 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 6=700, 4=496. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss KE Truss Type JACK-OPEN Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381428 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:23 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-iJmrhGjQYctbwlHm4hocDxKc6xoPoiSCSR9XpOyGwHc Scale = 1:30.6 1 2 3 7 6 5 4 4x8 MT18HS 4x9 2x8 2x4 3-6-7 3-6-7 -1-4-11 1-4-11 3-6-7 3-6-7 1-11-55-5-70-6-74-11-05-5-711.91 12 Plate Offsets (X,Y)-- [2:0-4-15,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 3-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.89 0.96 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.03 -0.11 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 19 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD 2-0-0 oc purlins, except end verticals (Switched from sheeted: Spacing > 2-8-0). BOT CHORD Rigid ceiling directly applied or 7-6-0 oc bracing. REACTIONS.(lb/size) 7=349/0-3-9, 6=301/Mechanical, 4=-111/Mechanical Max Horz 7=356(LC 4) Max Uplift 7=-27(LC 5), 6=-612(LC 4), 4=-379(LC 5) Max Grav 7=385(LC 6), 6=734(LC 5), 4=346(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-323/27, 3-4=-272/243 WEBS 3-6=-632/557 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.1 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 6=612, 4=379. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss L1 Truss Type Hip Girder Qty 1 Ply 2 WF51 - Waterfront Lot #51 Job Reference (optional) I35381429 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:24 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-AWKDuck2Jw?SYvsyeOJrm9txWLKgXBGMh5v5MqyGwHb Scale = 1:32.4 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 20 21 3x8 10x10 6x10 4x9 4x6 6x10 3x8 10x10 2x4 3x4 3x8 2x4 1-10-7 1-10-7 5-0-9 3-2-2 8-3-15 3-3-6 11-6-1 3-2-2 13-4-8 1-10-7 1-10-7 1-10-7 5-0-9 3-2-2 8-3-15 3-3-6 11-6-1 3-2-2 13-4-8 1-10-7 1-1-02-11-74-11-81-1-04-11-812.00 12 7.58 12 Plate Offsets (X,Y)-- [1:0-4-6,0-0-14], [2:0-5-0,0-1-14], [3:0-6-12,0-2-0], [4:0-3-12,0-2-0], [5:0-5-0,0-1-14], [6:0-1-10,0-0-14] 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 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.20 0.19 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.01 (loc) 9-10 9-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 1-6-0, Right 2x8 SP No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=943/0-3-7, 6=933/0-3-7 Max Uplift 1=-1263(LC 4), 6=-1226(LC 4) Max Grav 1=1745(LC 12), 6=1707(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2022/1518, 2-3=-1962/1530, 3-4=-1658/1297, 4-5=-1925/1494, 5-6=-1949/1458 BOT CHORD 1-11=-858/1168, 10-11=-863/1181, 9-10=-1246/1643, 8-9=-826/1134, 6-8=-823/1124 WEBS 2-10=-507/569, 3-10=-460/744, 4-9=-428/702, 5-9=-513/587 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1263, 6=1226. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 136 lb up at 1-10-7, 293 lb down and 404 lb up at 5-0-9, 141 lb down and 173 lb up at 6-2-12, and 293 lb down and 404 lb up at 8-3-15, and 75 lb down and 136 lb up at 11-6-1 on top chord, and 121 lb down and 64 lb up at 0-9-0, 18 lb down and 53 lb up at 1-10-7, 119 lb down and 66 lb up at 2-9-0, 119 lb down and 66 lb up at 4-9-0, 614 lb down and 493 lb up at 5-0-9, 288 lb down and 248 lb up at 6-2-12, 119 lb down and 66 lb up at 6-9-0, 614 lb down and 493 lb up at 8-2-12, 119 lb down and 66 lb up at 8-9-0, 119 lb down and 66 lb up at 10-9-0, and 18 lb down and 53 lb up at 11-6-1, and 121 lb down and 63 lb up at 12-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss L1 Truss Type Hip Girder Qty 1 Ply 2 WF51 - Waterfront Lot #51 Job Reference (optional) I35381429 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:24 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-AWKDuck2Jw?SYvsyeOJrm9txWLKgXBGMh5v5MqyGwHb LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 1-6=-20 Concentrated Loads (lb) Vert: 2=45(B) 3=82(B) 4=82(B) 5=45(B) 11=6(B) 10=-116(B) 9=-268(B) 8=6(B) 13=35(B) 14=-67 15=-64 16=-216(B=-152) 17=-116(B) 18=-64 19=-64 20=-64 21=-68 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 1800555 Truss L2 Truss Type Hip Girder Qty 1 Ply 2 WF51 - Waterfront Lot #51 Job Reference (optional) I35381430 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:25 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-eiub6ylg4E7J92R9C5q4JMQ6FleVGeWVvleeuGyGwHa Scale = 1:32.4 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 3x8 10x10 6x10 4x9 4x6 6x10 3x8 10x10 2x4 3x4 3x8 2x4 1-10-7 1-10-7 5-0-9 3-2-2 8-3-15 3-3-6 11-6-1 3-2-2 13-4-8 1-10-7 1-10-7 1-10-7 5-0-9 3-2-2 8-3-15 3-3-6 11-6-1 3-2-2 13-4-8 1-10-7 1-1-02-11-74-11-81-1-04-11-812.00 12 7.58 12 Plate Offsets (X,Y)-- [1:0-4-3,0-0-14], [2:0-5-0,0-1-14], [3:0-6-12,0-2-0], [4:0-3-12,0-2-0], [5:0-5-0,0-1-14], [6:0-1-10,0-0-14] 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 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.21 0.22 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.01 (loc) 9-10 9-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 1-6-0, Right 2x8 SP No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=954/0-3-7, 6=921/0-3-7 Max Uplift 1=-1265(LC 4), 6=-1224(LC 4) Max Grav 1=1761(LC 12), 6=1692(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1997/1498, 2-3=-1973/1538, 3-4=-1671/1308, 4-5=-1941/1506, 5-6=-1952/1463 BOT CHORD 1-11=-846/1153, 10-11=-849/1162, 9-10=-1253/1654, 8-9=-828/1134, 6-8=-826/1126 WEBS 2-10=-534/605, 3-10=-459/745, 4-9=-434/710, 5-9=-523/603 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1265, 6=1224. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 136 lb up at 1-10-7, 293 lb down and 404 lb up at 5-0-9, 141 lb down and 173 lb up at 6-2-12, and 293 lb down and 404 lb up at 8-3-15, and 75 lb down and 136 lb up at 11-6-1 on top chord, and 123 lb down and 61 lb up at 0-5-0, 18 lb down and 53 lb up at 1-10-7, 119 lb down and 66 lb up at 2-5-0, 119 lb down and 66 lb up at 4-5-0, 614 lb down and 493 lb up at 5-0-9, 288 lb down and 248 lb up at 6-2-12, 119 lb down and 66 lb up at 6-5-0, 614 lb down and 493 lb up at 8-2-12, 119 lb down and 66 lb up at 8-5-0, 119 lb down and 66 lb up at 10-5-0, and 18 lb down and 53 lb up at 11-6-1, and 119 lb down and 66 lb up at 12-5-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss L2 Truss Type Hip Girder Qty 1 Ply 2 WF51 - Waterfront Lot #51 Job Reference (optional) I35381430 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:25 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-eiub6ylg4E7J92R9C5q4JMQ6FleVGeWVvleeuGyGwHa LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 1-6=-20 Concentrated Loads (lb) Vert: 2=45(B) 3=82(B) 4=82(B) 5=45(B) 11=6(B) 10=-268(B) 9=-332(B=-268) 8=6(B) 13=35(B) 14=-70 15=-64 16=-64 17=-180(B=-116) 18=-64 19=-65 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 1800555 Truss M1 Truss Type Monopitch Qty 3 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381431 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:25 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-eiub6ylg4E7J92R9C5q4JMQ6nlhNGguVvleeuGyGwHa Scale: 1/2"=1' 1 2 3 5 4 2x4 2x4 3x6 3x4 2-2-0 2-2-0 -1-4-4 1-4-4 2-2-0 2-2-0 1-11-04-1-03-9-80-3-84-1-012.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.24 0.03 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=201/0-3-8, 4=39/0-1-8 Max Horz 5=77(LC 4) Max Uplift 5=-42(LC 4), 4=-31(LC 4) Max Grav 5=247(LC 6), 4=47(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; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss M2 Truss Type Monopitch Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381432 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:26 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-7uSzJHmIrXFAnC0LmpLJrayH680h?7_f8POCQjyGwHZ Scale = 1:19.1 1 2 3 4 3x8 2x4 2x4 3x6 3-4-15 3-4-9 -1-3-15 1-3-15 3-4-15 3-4-15 0-5-32-10-20-3-82-10-28.49 12 Plate Offsets (X,Y)-- [2:0-2-3,0-1-0], [3:0-4-8,Edge], [4:0-3-0,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.20 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=224/0-1-6, 4=104/0-1-8 Max Horz 2=46(LC 4) Max Uplift 2=-79(LC 4) Max Grav 2=231(LC 6), 4=127(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; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 15.5 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss M3 Truss Type Monopitch Qty 6 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381433 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:26 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-7uSzJHmIrXFAnC0LmpLJrayJd81L?7_f8POCQjyGwHZ Scale = 1:19.9 1 2 3 4 2x4 2x4 2x4 -0-11-4 0-11-4 2-6-0 2-6-0 0-5-32-11-32-7-110-3-82-11-312.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.10 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=165/0-1-8, 4=79/0-1-8 Max Horz 2=47(LC 4) Max Uplift 2=-60(LC 4) Max Grav 2=168(LC 6), 4=96(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; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss NA Truss Type Monopitch Qty 2 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381434 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:27 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-b40LXdnwcrN1PMbXJWtYOnVSZYNkkaEoN37ly9yGwHY Scale = 1:15.2 1 2 3 5 4 5x6 2x4 2x4 2x4 3x6 1-3-8 1-3-8 -1-3-15 1-3-15 1-3-8 1-3-8 1-6-02-4-150-3-82-4-158.49 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.22 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=199/0-4-9, 4=-42/0-1-8 Max Horz 5=97(LC 5) Max Uplift 5=-116(LC 4), 4=-110(LC 6) Max Grav 5=291(LC 6), 4=54(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-260/117 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 15.5 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=116, 4=110. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss NB Truss Type Monopitch Qty 3 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381435 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:27 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-b40LXdnwcrN1PMbXJWtYOnVU3YNdkaEoN37ly9yGwHY Scale = 1:15.7 1 2 3 5 4 2x4 2x4 2x4 2x4 1-0-0 1-0-0 -0-11-4 0-11-4 1-0-0 1-0-0 1-6-02-6-02-2-80-3-82-6-012.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.12 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=143/0-3-8, 4=-21/0-1-8 Max Horz 5=99(LC 5) Max Uplift 5=-86(LC 4), 4=-72(LC 5) Max Grav 5=205(LC 6), 4=40(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; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss P01 Truss Type Piggyback Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381436 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:28 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-3HakkznYN9Vu0W9ktEOnw?2cuygZT0xybjtIVbyGwHX Scale = 1:26.2 12 3 4 5 6 10 9 8 7 4x9 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 14-3-10 14-3-10 14-3-10 14-3-10 0-4-132-9-82-11-100-1-82-9-80-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-4-8,0-0-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.31 0.19 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 -0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 43 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-8-1. (lb) - Max Horz 2=15(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 8, 10 except 7=-206(LC 1) Max Grav All reactions 250 lb or less at joint(s) 7, 2 except 9=421(LC 9), 8=532(LC 1), 10=276(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-318/115, 5-8=-392/133 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 8, 10 except (jt=lb) 7=206. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss P02 Truss Type Piggyback Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381437 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:29 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-XT86xJoA8SdlegkwRxv0TCamkM0JCSE5qNcs11yGwHW Scale = 1:36.4 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 3x6 3x8 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-1-11 20-1-11 1-9-12 1-9-12 6-3-4 4-5-8 10-6-14 4-3-9 14-0-5 3-5-8 20-1-11 6-1-6 0-4-131-2-84-9-84-11-100-1-80-4-130-1-84-9-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-3-7,Edge], [5:0-4-0,0-0-15], [7:0-3-7,Edge], [8:0-3-7,Edge], [10:0-2-1,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.37 0.22 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 10 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 57 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-10-9. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 13, 15, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 13=534(LC 8), 15=433(LC 8), 12=479(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-13=-410/118, 4-15=-319/102, 9-12=-363/128 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 15, 12. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss P04 Truss Type Piggyback Qty 14 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381438 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:29 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-XT86xJoA8SdlegkwRxv0TCalEM0ICRj5qNcs11yGwHW Scale = 1:41.7 1 2 3 4 5 6 7 11 10 9 8 5x9 3x4 3x6 2x4 2x4 2x4 2x4 2x4 3x4 15-8-3 15-8-3 7-10-1 7-10-1 15-8-3 7-10-1 0-4-136-4-140-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-5-14,0-2-8], [6:0-2-1,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.40 0.22 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 48 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-5-1. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 2=-112(LC 5), 11=-137(LC 4), 8=-137(LC 4), 6=-112(LC 5) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=382(LC 8), 11=541(LC 8), 8=541(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-254/17, 3-11=-467/228, 5-8=-467/228 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 2, 137 lb uplift at joint 11, 137 lb uplift at joint 8 and 112 lb uplift at joint 6. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss P05 Truss Type Piggyback Qty 6 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381439 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:30 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-?fhU9fppvmlbGqJ6?fQF0Q7v1mMbxw_E31MPZUyGwHV Scale = 1:54.0 1 2 3 4 5 67 11 10 9 8 5x9 3x4 3x6 2x4 2x4 2x4 2x4 2x4 3x4 21-5-12 21-5-12 10-8-14 10-8-14 21-5-12 10-8-14 0-4-138-9-140-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-5-14,0-2-8], [6:0-2-1,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.39 0.22 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 72 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9 REACTIONS.All bearings 20-2-9. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 11=-136(LC 4), 8=-136(LC 4) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=390(LC 1), 11=557(LC 8), 8=557(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-268/0, 3-11=-433/194, 5-8=-433/194 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 11 and 136 lb uplift at joint 8. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss P06 Truss Type Piggyback Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381440 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:31 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-TsFsM?qRg4tStzuJYMxUYdg4n9iqgMEOIh5z5wyGwHU Scale = 1:54.0 1 2 3 4 5 67 11 10 9 8 5x9 3x4 3x6 2x4 2x4 2x4 2x4 2x4 3x4 21-5-12 21-5-12 10-8-14 10-8-14 21-5-12 10-8-14 0-4-138-9-140-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-5-14,0-2-8], [6:0-2-1,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.39 0.22 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 72 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9 REACTIONS.All bearings 20-2-9. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 11=-136(LC 4), 8=-136(LC 4) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=390(LC 1), 11=557(LC 8), 8=557(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-268/0, 3-11=-433/194, 5-8=-433/194 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 11 and 136 lb uplift at joint 8. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss P07 Truss Type Piggyback Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381441 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:31 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-TsFsM?qRg4tStzuJYMxUYdg7A9jMgL2OIh5z5wyGwHU Scale = 1:51.1 1 2 3 4 5 6 7 89 14 13 12 11 10 4x9 6x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-5-12 21-5-12 11-11-4 11-11-4 21-5-12 9-6-7 0-4-136-8-77-9-140-1-80-4-130-1-86-8-710.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-4-8,0-0-13], [5:0-2-9,Edge], [8:0-2-1,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.24 0.19 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 76 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-2-9. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 12 except 14=-109(LC 4), 10=-114(LC 4) Max Grav All reactions 250 lb or less at joint(s) 11, 12 except 2=266(LC 1), 14=455(LC 8), 10=522(LC 8), 8=253(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-261/63, 6-7=-287/84 WEBS 3-14=-339/150, 7-10=-392/171 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 14=109, 10=114. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss P08 Truss Type Piggyback Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381442 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:32 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-x2pEaLq3RN?JV7TV64Sj5rCIfZ1OPpwXWLrWeMyGwHT Scale = 1:40.6 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x6 6x6 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 21-5-12 21-5-12 6-0-2 6-0-2 10-2-0 4-1-14 13-8-9 3-6-9 21-5-12 7-9-3 0-4-134-8-76-2-06-4-20-1-80-4-130-1-86-2-010.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-3-7,Edge], [5:0-2-9,Edge], [6:0-3-7,Edge], [8:0-3-7,Edge], [10:0-2-1,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.19 0.20 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 72 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-2-9. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 16, 12, 14 Max Grav All reactions 250 lb or less at joint(s) 13, 14 except 2=291(LC 1), 16=358(LC 8), 12=474(LC 8), 10=274(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-282/0, 8-9=-275/89, 9-10=-267/7 WEBS 9-12=-339/141 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 12, 14. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss P09 Truss Type Piggyback Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381443 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:33 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-PENdnhrhCh7A7H2hgnzyd2lSLzNj8G0hl?a3ApyGwHS Scale = 1:38.9 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x6 6x6 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-5-12 21-5-12 3-7-5 3-7-5 7-9-3 4-1-14 16-1-5 8-4-2 21-5-12 5-4-6 0-4-132-8-74-2-04-4-20-1-80-4-130-1-84-2-010.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-3-7,Edge], [5:0-2-9,Edge], [6:0-3-7,Edge], [8:0-3-7,Edge], [10:0-2-1,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.26 0.19 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 64 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-2-9. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 16, 12, 15, 10 Max Grav All reactions 250 lb or less at joint(s) 16, 15 except 2=256(LC 1), 13=415(LC 1), 12=375(LC 8), 10=255(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-13=-302/83 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 16, 12, 15, 10. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss P10 Truss Type Piggyback Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381444 8.220 s Aug 13 2018 MiTek Industries, Inc. Mon Nov 26 13:46:39 2018 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:DLOlyPqTReoQQ_vxQokCqVyZon9-Bw6K3C0HQH?FsjmxSQZ?SGXMFhU?QGf1S8cUt_yFIBU Scale = 1:32.8 1 2 3 4 5 6 7 8 9 13 12 11 10 5x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 3x4 18-11-11 13-1-12 2-10-15 2-11-0 0-4-92-2-02-4-20-1-80-4-130-1-82-2-010.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-1-3], [3:0-3-7,Edge], [4:0-1-12,0-0-0], [7:0-3-7,Edge], [8:0-2-1,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.37 0.23 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 8 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 49 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-10-1. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 11, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 13=421(LC 1), 11=509(LC 1), 10=437(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-324/95, 5-11=-382/120, 6-10=-329/96 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 11, 10, 8. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss PA Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381445 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:34 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-uRx??0sJy_F1lRdtEUVBAGIhKNmZtkNq_fKdiFyGwHR Scale = 1:29.0 Sheet Front Full Sheathing 1 Ply 1/8 x 4 x 8 T-PLY 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 3x6 3x6 3x6 3x4 10-10-2 10-10-2 5-3-1 5-3-1 8-0-4 2-9-3 10-10-2 2-9-14 0-5-34-11-105-1-90-1-82-3-100-1-84-11-1012.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [6:0-4-1,Edge], [9:0-3-0,0-1-15] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.06 0.03 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 57 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-3-7. (lb) - Max Horz 2=15(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 13, 2, 19, 18, 16, 14 Max Grav All reactions 250 lb or less at joint(s) 13, 2, 19, 18, 17, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 2, 19, 18, 16, 14. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss PB Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381446 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:35 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-MdVNCMtxjINuMbC4nC0QjTqrbn6dc9?_CJ3AFhyGwHQ Scale = 1:39.3 2 3 4 5 6 7 12 11 10 9 8 1 4x6 3x4 10-10-2 10-10-2 6-7-10 6-7-10 10-10-2 4-2-8 -0-0-46-7-66-7-102-4-142-3-100-1-812.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.09 0.04 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-10-2. (lb) - Max Horz 1=12(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 2, 10, 11, 12, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 8, 2, 10, 11, 12, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 1, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 2, 10, 11, 12, 9. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V01 Truss Type Valley Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381447 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:35 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-MdVNCMtxjINuMbC4nC0QjTqibn5McAy_CJ3AFhyGwHQ Scale = 1:29.6 1 2 3 5 42x4 4x6 2x4 2x4 2x4 7-4-11 7-4-11 4-6-12 4-6-12 7-4-11 2-9-15 4-5-131-7-1411.79 12 12.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.66 0.12 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 7-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=160/7-4-11, 4=95/7-4-11, 5=296/7-4-11 Max Horz 1=3(LC 4) Max Uplift 1=-63(LC 4), 4=-83(LC 4) Max Grav 1=206(LC 7), 4=147(LC 7), 5=296(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V02 Truss Type Valley Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381448 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:36 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-qp3lPiuaUcVl_lnGLvXfFhN_GARzLe47Rzpjn7yGwHP Scale = 1:19.7 1 2 3 4 2x4 4x6 2x4 2x4 5-8-3 5-8-3 2-10-6 2-10-6 5-8-3 2-9-13 2-9-1311.79 12 12.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.09 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=119/5-8-3, 3=118/5-8-3, 4=161/5-8-3 Max Uplift 1=-31(LC 4), 3=-31(LC 4) Max Grav 1=139(LC 7), 3=138(LC 7), 4=168(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V03 Truss Type Valley Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381449 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:36 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-qp3lPiuaUcVl_lnGLvXfFhN1NASnLeS7Rzpjn7yGwHP Scale = 1:8.5 1 2 3 2x4 3x6 2x4 2-3-14 2-3-14 1-2-1 1-2-1 2-3-14 1-1-13 1-1-1311.79 12 12.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.02 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=64/2-3-14, 3=64/2-3-14 Max Uplift 1=-8(LC 4), 3=-8(LC 4) Max Grav 1=72(LC 7), 3=72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V04 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381450 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:37 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-I0d7d2uCFvdccuLSvd2uouv32aiW42BGgdYHJayGwHO Scale = 1:58.0 1 2 3 4 5 8 7 6 3x6 3x8 5x6 3x4 2x4 2x4 2x4 2x4 10-4-8 10-4-8 10-4-8 10-4-8 10-4-812.00 12 Plate Offsets (X,Y)-- [5:0-5-7,Edge], [6:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.60 0.39 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 52 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *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. WEBS 1 Row at midpt 5-6 REACTIONS.All bearings 10-4-8. (lb) - Max Horz 1=21(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 6 except 8=-163(LC 4), 7=-144(LC 4) Max Grav All reactions 250 lb or less at joint(s) 6, 1 except 8=472(LC 7), 7=372(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-378/219 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 8=163, 7=144. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V05 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381451 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:37 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-I0d7d2uCFvdccuLSvd2uouv4zamc43cGgdYHJayGwHO Scale = 1:49.4 1 2 3 5 42x4 2x4 2x4 2x4 2x4 8-4-8 8-4-8 8-4-812.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.54 0.13 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size) 1=103/8-4-8, 4=132/8-4-8, 5=395/8-4-8 Max Horz 1=17(LC 4) Max Uplift 5=-193(LC 4) Max Grav 1=103(LC 1), 4=132(LC 1), 5=532(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-433/252 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=193. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V06 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381452 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:38 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-mCAWqOvq0DlTD2wfTKZ7K6SF__5UpXJQvHIqr0yGwHN Scale = 1:37.9 1 2 3 5 42x4 2x4 2x4 2x4 2x4 6-4-8 6-4-8 6-4-812.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.52 0.15 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=119/6-4-8, 4=44/6-4-8, 5=307/6-4-8 Max Horz 1=14(LC 4) Max Uplift 4=-31(LC 5), 5=-158(LC 4) Max Grav 1=119(LC 1), 4=66(LC 4), 5=417(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-340/204 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=158. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V07 Truss Type Valley Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381453 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:38 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-mCAWqOvq0DlTD2wfTKZ7K6SFL_3kpYyQvHIqr0yGwHN Scale = 1:24.9 1 2 32x4 2x4 2x4 4-4-8 4-4-8 4-4-812.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.57 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=155/4-4-8, 3=155/4-4-8 Max Horz 1=9(LC 5) Max Uplift 1=-14(LC 4), 3=-23(LC 4) Max Grav 1=177(LC 7), 3=170(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V08 Truss Type Valley Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381454 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:39 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-EOku2kwSnXuKrCVr024MtJ?X5OTGY?CZ7x1OOSyGwHM Scale = 1:14.9 1 2 3 2x4 2x4 2x4 2-4-8 2-4-8 2-4-812.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.12 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=75/2-4-8, 3=75/2-4-8 Max Horz 1=5(LC 5) Max Uplift 1=-7(LC 4), 3=-11(LC 4) Max Grav 1=86(LC 7), 3=82(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V09 Truss Type Valley Qty 3 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381455 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:39 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-EOku2kwSnXuKrCVr024MtJ?P0OEgYzfZ7x1OOSyGwHM Scale = 1:84.5 1 2 3 6 5 4 5x9 4x6 4x6 3x6 2x4 2x4 8-2-0 8-2-0 6-6-814-8-812.00 12 Plate Offsets (X,Y)-- [3:0-0-4,0-2-0], [4:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.63 0.99 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 71 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-4, 2-5 REACTIONS.(lb/size) 6=143/8-2-0, 4=136/8-2-0, 5=337/8-2-0 Max Horz 6=17(LC 4) Max Uplift 4=-48(LC 5), 5=-396(LC 4) Max Grav 6=187(LC 4), 4=150(LC 4), 5=581(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-333/183 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=396. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V10 Truss Type Valley Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381456 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:40 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-ibIGF4x4Yq0BTM41alcbQXXY7ofpHRajMbnxwvyGwHL Scale = 1:74.9 1 2 3 6 5 4 5x10 MT18HS 3x8 3x6 3x4 2x4 2x4 8-2-0 8-2-0 4-8-012-10-012.00 12 Plate Offsets (X,Y)-- [3:0-0-4,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.74 0.68 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT18HS Weight: 59 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4, 2-5 REACTIONS.(lb/size) 6=144/8-2-0, 4=133/8-2-0, 5=346/8-2-0 Max Horz 6=17(LC 4) Max Uplift 4=-21(LC 5), 5=-323(LC 4) Max Grav 6=145(LC 4), 4=133(LC 1), 5=551(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-358/204 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) All plates are MT20 plates unless otherwise indicated. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=323. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V11 Truss Type Valley Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381457 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:40 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-ibIGF4x4Yq0BTM41alcbQXXYyojQHOUjMbnxwvyGwHL Scale = 1:63.1 1 2 3 6 5 4 5x6 2x8 4x6 5x6 2x4 2x4 8-2-0 8-2-0 2-8-010-10-012.00 12 Plate Offsets (X,Y)-- [3:0-4-7,Edge], [4:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.75 0.44 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-4: 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size) 6=134/8-2-0, 4=126/8-2-0, 5=369/8-2-0 Max Horz 6=18(LC 4) Max Uplift 4=-14(LC 5), 5=-305(LC 4) Max Grav 6=134(LC 1), 4=126(LC 1), 5=565(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-372/203 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=305. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V12 Truss Type Valley Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381458 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:41 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-AnseTQxiJ8824WfE8T7qyk4lmB7V0tjsbFWUSLyGwHK Scale = 1:51.5 1 2 3 5 4 2x4 2x4 2x4 2x4 3x6 8-2-0 8-2-0 0-8-08-10-012.00 12 Plate Offsets (X,Y)-- [1:0-0-4,0-0-4], [1:0-0-7,0-2-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.62 0.13 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size) 4=113/8-2-0, 5=401/8-2-0, 1=128/8-2-0 Max Horz 1=19(LC 4) Max Uplift 5=-210(LC 4) Max Grav 4=113(LC 1), 5=548(LC 7), 1=128(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-447/270 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=210. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V13 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381459 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:41 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-AnseTQxiJ8824WfE8T7qyk4lrB770u_sbFWUSLyGwHK Scale = 1:40.5 1 2 3 5 42x4 2x4 2x4 2x4 2x4 6-10-0 6-10-0 6-10-012.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.61 0.16 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=117/6-10-0, 4=68/6-10-0, 5=322/6-10-0 Max Horz 1=15(LC 4) Max Uplift 4=-10(LC 5), 5=-164(LC 4) Max Grav 1=117(LC 1), 4=68(LC 1), 5=436(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-355/212 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=164. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V14 Truss Type Valley Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381460 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:42 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-fzQ0gmyK4SGuigEQiAe3VyduwbQYlMx?pvG2_nyGwHJ Scale = 1:27.2 1 2 3 2x4 2x4 2x4 4-10-0 4-10-0 4-10-012.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.72 0.34 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=173/4-10-0, 3=173/4-10-0 Max Horz 1=10(LC 4) Max Uplift 1=-15(LC 4), 3=-26(LC 4) Max Grav 1=198(LC 7), 3=190(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V15 Truss Type Valley Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381461 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:42 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-fzQ0gmyK4SGuigEQiAe3Vyd1EbUSlMx?pvG2_nyGwHJ Scale = 1:17.2 1 2 3 2x4 2x4 2x4 2-10-0 2-10-0 2-10-012.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=93/2-10-0, 3=93/2-10-0 Max Horz 1=6(LC 5) Max Uplift 1=-8(LC 4), 3=-14(LC 4) Max Grav 1=107(LC 7), 3=103(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V16 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381462 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:43 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-79_Pt5zzrlOlKppcFt9I19980?rsUlj92Z?bXEyGwHI Scale = 1:61.9 Sheet Back Full Sheathing 1 Ply 1/8 x 4 x 8 T-PLY 1 2 3 4 5 9 8 7 6 11 13 15 10 12 14 4x12 3x8 3x8 8-5-125-9-0 5-9-0 -0-11-4 0-11-4 5-9-0 5-9-0 5-11-1211-8-1212.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-0], [2:0-2-0,0-2-0], [11:0-1-4,0-1-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.44 0.01 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.00 -0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 66 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-6: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-6 JOINTS 1 Brace at Jt(s): 10, 12 REACTIONS.All bearings 5-9-0. (lb) - Max Horz 9=65(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 7 except 8=-106(LC 4) Max Grav All reactions 250 lb or less at joint(s) 9, 6, 8, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 10-11=-30/358, 10-12=-105/279 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) All plates are 2x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 8=106. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V17 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381463 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:43 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-79_Pt5zzrlOlKppcFt9I1993R?h1Uo492Z?bXEyGwHI Scale = 1:67.3 1 2 3 4 7 6 5 5x10 MT18HS 3x8 4x6 2x8 2x4 2x4 -0-11-4 0-11-4 5-9-0 5-9-0 5-1-1410-10-1412.00 12 Plate Offsets (X,Y)-- [4:0-0-4,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.73 0.64 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 -0.00 (loc) 2 1-2 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 MT18HS Weight: 51 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-5: 2x6 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-6 REACTIONS.(lb/size) 7=212/5-9-0, 5=20/5-9-0, 6=263/5-9-0 Max Horz 7=65(LC 4) Max Uplift 5=-95(LC 5), 6=-100(LC 4) Max Grav 7=212(LC 1), 5=20(LC 1), 6=376(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; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) All plates are MT20 plates 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=100. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V18 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381464 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:44 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-bMYn5R_bc3WcxzOopbgXaNiFiPzvDAYIHDl93gyGwHH Scale = 1:86.5 12 3 4 5 6 10 9 8 7 5x9 5x6 3x6 4x6 3x6 2x4 2x4 2x4 2x4 9-11-8 9-11-8 -0-11-4 0-11-4 9-11-8 9-11-8 4-0-814-0-012.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-1-12], [6:0-0-4,0-2-0], [7:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.70 0.86 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 2 2 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 81 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 REACTIONS.All bearings 9-11-8. (lb) - Max Horz 10=74(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 10, 7 except 9=-479(LC 4) Max Grav All reactions 250 lb or less at joint(s) 10, 7 except 9=580(LC 8), 8=260(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-9=-430/358 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7 except (jt=lb) 9=479. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V19 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381465 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:44 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-bMYn5R_bc3WcxzOopbgXaNiDlP3ZDCaIHDl93gyGwHH Scale = 1:76.2 12 3 4 5 6 10 9 8 7 4x8 MT18HS 3x8 3x6 3x6 3x6 2x4 2x4 2x4 2x4 9-11-8 9-11-8 -0-11-4 0-11-4 9-11-8 9-11-8 2-4-812-4-012.00 12 Plate Offsets (X,Y)-- [6:0-0-4,0-1-8], [7:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.83 0.50 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 MT18HS Weight: 70 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-7: 2x6 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 5-8: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 REACTIONS.All bearings 9-11-8. (lb) - Max Horz 10=70(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 10, 7, 8 except 9=-337(LC 4) Max Grav All reactions 250 lb or less at joint(s) 10, 7 except 9=545(LC 8), 8=298(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-9=-420/300 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) All plates are MT20 plates 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7, 8 except (jt=lb) 9=337. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V20 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381466 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:45 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-3Y59In?DNNeTZ7z?NIBm6aFUSpQ9yh9SWtUib6yGwHG Scale = 1:62.1 1 2 3 4 5 6 9 8 7 3x6 4x6 5x6 3x8 2x4 2x4 2x4 2x4 9-11-8 9-11-8 -0-11-4 0-11-4 9-11-8 9-11-8 0-8-810-8-012.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-5], [6:0-4-7,Edge], [7:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.45 0.41 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.02 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 55 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 3-9: 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 REACTIONS.All bearings 9-11-8. (lb) - Max Horz 2=48(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 7=-106(LC 5), 9=-182(LC 4), 8=-136(LC 4) Max Grav All reactions 250 lb or less at joint(s) 7, 2 except 9=504(LC 8), 8=349(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-9=-400/239 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 7, 182 lb uplift at joint 9 and 136 lb uplift at joint 8. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V21 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381467 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:45 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-3Y59In?DNNeTZ7z?NIBm6aFP9pVuyfBSWtUib6yGwHG Scale = 1:55.8 1 2 3 4 7 6 52x4 2x4 2x4 2x4 2x4 2x4 2x4 8-11-15 8-11-15 8-11-1512.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.72 0.11 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 2-7: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-11-15. (lb) - Max Horz 1=18(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 5=-168(LC 5), 7=-173(LC 4), 6=-119(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=478(LC 7), 6=354(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-390/226, 3-6=-284/161 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 5, 173 lb uplift at joint 7 and 119 lb uplift at joint 6. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V22 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381468 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:46 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-XkfXW7?r8gmKBHYBx0i?fonZxCrEh97bkWEF7YyGwHF Scale = 1:43.4 1 2 3 5 42x4 2x4 2x4 2x4 2x4 7-3-15 7-3-15 7-3-1512.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.72 0.10 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=114/7-3-15, 4=91/7-3-15, 5=342/7-3-15 Max Horz 1=16(LC 4) Max Uplift 5=-172(LC 4) Max Grav 1=114(LC 1), 4=91(LC 1), 5=463(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-377/223 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 172 lb uplift at joint 5. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V23 Truss Type Valley Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381469 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:46 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-XkfXW7?r8gmKBHYBx0i?fonbtCl1hAxbkWEF7YyGwHF Scale = 1:33.8 1 2 32x4 2x4 2x4 5-7-15 5-7-15 5-7-1512.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.59 0.50 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=207/5-7-15, 3=207/5-7-15 Max Horz 1=12(LC 4) Max Uplift 1=-17(LC 4), 3=-30(LC 4) Max Grav 1=236(LC 7), 3=227(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 1 and 30 lb uplift at joint 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V24 Truss Type Valley Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381470 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:47 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-?xDvjT0Tv_uBoR6NUjEEC?Korc9gQdBlzAzpg?yGwHE Scale = 1:23.0 1 2 32x4 2x4 2x4 3-11-15 3-11-15 3-11-1512.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.45 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=140/3-11-15, 3=140/3-11-15 Max Horz 1=8(LC 5) Max Uplift 1=-12(LC 4), 3=-21(LC 4) Max Grav 1=160(LC 7), 3=154(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 1 and 21 lb uplift at joint 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V25 Truss Type Valley Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381471 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:47 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-?xDvjT0Tv_uBoR6NUjEEC?KuAcCBQdBlzAzpg?yGwHE Scale = 1:14.7 1 2 3 2x4 2x4 2x4 2-3-15 2-3-15 2-3-1512.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.11 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=73/2-3-15, 3=73/2-3-15 Max Horz 1=4(LC 5) Max Uplift 1=-6(LC 4), 3=-11(LC 4) Max Grav 1=84(LC 7), 3=80(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 1 and 11 lb uplift at joint 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss V36 Truss Type Valley Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381472 8.220 s Aug 13 2018 MiTek Industries, Inc. Mon Nov 26 13:48:29 2018 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:DLOlyPqTReoQQ_vxQokCqVyZon9-z4lv9pLHW4se3dA4vWXovT57U11CB06DlFFJkcyFI9m Scale = 1:18.0 1 2 3 4 5 6 3x4 4x9 3x4 2x4 4-11-11 4-11-11 9-11-5 4-11-11 4-11-11 4-11-11 9-11-5 4-11-11 0-6-31-4-130-6-42.13 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.50 0.20 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=152/9-11-5, 3=152/9-11-5, 4=492/9-11-5 Max Uplift 1=-30(LC 6), 3=-30(LC 6), 4=-91(LC 6) Max Grav 1=162(LC 8), 3=161(LC 9), 4=494(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-340/139 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss VA Truss Type Valley Qty 2 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381473 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:49 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-yJLg892jQb8v2kGmc8GiHQPEJQutuXF1QUSwktyGwHC Scale = 1:19.1 1 2 3 4 5 6 8 7 2x4 4x6 3x6 3x6 4x6 2x4 2x4 2x4 2-3-9 2-3-9 3-8-4 1-4-11 5-0-15 1-4-11 7-4-8 2-3-9 2-3-9 2-3-9 3-2-9 0-11-0 3-8-4 0-5-11 4-1-15 0-5-11 5-0-15 0-11-0 7-4-8 2-3-9 2-3-92-10-82-10-812.00 12 7.58 12 Plate Offsets (X,Y)-- [3:0-3-0,0-0-3], [4:0-3-0,0-0-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.07 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 23 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-4-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 8, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 8, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss VB Truss Type Valley Qty 2 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381474 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:49 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-yJLg892jQb8v2kGmc8GiHQPFWQtYuXg1QUSwktyGwHC Scale = 1:11.2 1 2 3 2x4 3x6 2x4 3-4-8 3-4-8 1-8-4 1-8-4 3-4-8 1-8-4 1-8-412.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=107/3-4-8, 3=107/3-4-8 Max Uplift 1=-13(LC 4), 3=-13(LC 4) Max Grav 1=120(LC 7), 3=120(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss VC Truss Type Valley Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381475 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:50 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-QWv2LV2MBvGmfuryAsnxpeyOUqD1dzwBf8CTGKyGwHB Scale = 1:11.1 1 2 3 2x4 2x4 2x4 3-3-13 3-3-13 1-7-146.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.17 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=102/3-3-13, 3=102/3-3-13 Max Horz 1=19(LC 6) Max Uplift 1=-23(LC 6), 3=-32(LC 6) Max Grav 1=108(LC 11), 3=102(LC 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; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss VD Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381476 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:50 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-QWv2LV2MBvGmfuryAsnxpeyOAqD3dxFBf8CTGKyGwHB Scale = 1:50.7 1 2 3 4 5 9 8 7 63x4 4x6 3x4 4x6 2x4 2x4 2x4 2x4 16-4-1 16-4-1 8-2-0 8-2-0 16-4-1 8-2-0 8-2-012.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0], [7:0-3-0,0-1-4], [7:0-0-0,0-1-12], [8:0-1-12,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.19 0.11 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 60 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-4-1. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 6=-145(LC 4), 9=-145(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 6=462(LC 7), 9=462(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-354/183, 2-9=-354/183 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 6 and 145 lb uplift at joint 9. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss VE Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381477 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:51 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-uiTQZq3_yDOdH2Q9jZIAMrVZSDYIMPjKuox0pmyGwHA Scale = 1:40.8 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 13-0-1 13-0-1 6-6-0 6-6-0 13-0-1 6-6-0 6-6-012.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.16 0.11 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-0-1. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 7 except 6=-134(LC 4), 8=-134(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=408(LC 7), 8=409(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-300/156, 2-8=-301/156 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 6=134, 8=134. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss VF Truss Type Valley Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381478 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:51 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-uiTQZq3_yDOdH2Q9jZIAMrVURDXIMPpKuox0pmyGwHA Scale = 1:31.6 1 2 3 42x8 4x6 2x8 2x4 9-8-1 9-8-1 4-10-0 4-10-0 9-8-1 4-10-0 4-10-012.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.48 0.17 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=192/9-8-1, 3=192/9-8-1, 4=333/9-8-1 Max Uplift 1=-25(LC 4), 3=-25(LC 4), 4=-13(LC 4) Max Grav 1=213(LC 7), 3=213(LC 7), 4=370(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss VG Truss Type Valley Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381479 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:52 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-Mu1omA4cjWWUvC?LHGpPv31iFduI5tzU7ShaLCyGwH9 Scale = 1:21.6 1 2 3 42x4 4x6 2x4 2x4 6-4-1 6-4-1 3-2-0 3-2-0 6-4-1 3-2-0 3-2-012.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.28 0.12 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=135/6-4-1, 3=135/6-4-1, 4=181/6-4-1 Max Uplift 1=-35(LC 4), 3=-35(LC 4) Max Grav 1=157(LC 7), 3=157(LC 7), 4=189(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss VH Truss Type Valley Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381480 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:52 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-Mu1omA4cjWWUvC?LHGpPv31m0dum5tQU7ShaLCyGwH9 Scale = 1:10.3 1 2 3 2x4 3x6 2x4 3-0-1 3-0-1 1-6-0 1-6-0 3-0-1 1-6-0 1-6-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.04 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=92/3-0-1, 3=92/3-0-1 Max Uplift 1=-11(LC 4), 3=-11(LC 4) Max Grav 1=103(LC 7), 3=103(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss Y01 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381481 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:53 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-q5aA_W5EUqeLWMaXr_KeRGawh1EBqKndL6Q7teyGwH8 Scale = 1:50.0 1 2 3 4 5 6 7 13 12 11 10 9 8 14 3x4 3x4 4x6 5x6 14-4-13 14-4-13 7-2-7 7-2-7 14-4-13 7-2-7 8-5-73-11-014.08 12 1.28 12 6.40 12 Plate Offsets (X,Y)-- [4:0-4-9,0-1-12], [10:0-2-0,0-0-0], [11:0-0-0,0-1-12], [11:0-2-0,0-1-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.11 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-7: 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-4-13. (lb) - Max Horz 1=219(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 12, 9, 8 except 13=-137(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 12, 9, 8 except 13=297(LC 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; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) All plates are 2x4 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) Bearing at joint(s) 7, 9, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 12, 9, 8 except (jt=lb) 13=137. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 7, 12, 13, 9, 8. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss Y02 Truss Type Lay-In Gable Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381482 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:54 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-IH8ZBs5sF8mC8W9jPhst_U7?XRZQZnCmamAgQ5yGwH7 Scale = 1:29.7 1 2 3 4 2x4 4x6 2x4 2x4 6-8-0 6-8-0 3-4-0 3-4-0 6-8-0 3-4-0 5-2-818.75 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.49 0.14 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=162/6-8-0, 3=162/6-8-0, 4=167/6-8-0 Max Uplift 1=-53(LC 4), 3=-53(LC 4) Max Grav 1=192(LC 7), 3=192(LC 7), 4=184(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; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss Y03 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381483 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:54 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-IH8ZBs5sF8mC8W9jPhst_U730RavZmamamAgQ5yGwH7 Scale = 1:35.8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 143x4 3x6 3x6 4x6 20-2-4 20-2-4 4-11-6 4-11-6 20-2-4 15-2-14 5-10-014.14 12 Plate Offsets (X,Y)-- [4:0-2-11,Edge], [21:0-0-0,0-1-12], [21:0-3-0,0-1-4], [22:0-1-12,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.20 0.11 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 103 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-21: 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-2-4. (lb) - Max Horz 1=13(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 14, 23, 20, 19, 18, 17, 16, 15 except 24=-102(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 14, 24, 23, 22, 20, 19, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 14, 23, 20, 19, 18, 17, 16, 15 except (jt=lb) 24=102. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss Y04 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381484 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:55 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-mTixPC6U0Rv2mfkwyPN6WhfCYrtsIB0wpQvEyXyGwH6 Scale = 1:64.6 1 2 34 5 6 7 8 9 10 17 16 15 14 13 12 113x4 5x6 5x6 4x6 2x8 4x6 5x6 15-4-11 15-4-11 5-1-8 5-1-8 9-7-0 4-5-8 13-4-10 3-9-10 15-4-11 2-0-1 6-0-810-6-48-1-156-0-814.14 12 Plate Offsets (X,Y)-- [3:0-1-5,0-1-2], [3:0-2-11,Edge], [4:0-1-2,0-1-5], [6:0-1-12,0-0-0], [7:0-3-0,Edge], [7:0-0-0,0-1-12], [9:Edge,0-1-14], [11:Edge,0-3-8], [15:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.34 0.26 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 93 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 9-12,8-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 9-12 REACTIONS.All bearings 15-4-11. (lb) - Max Horz 1=27(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 12, 13, 14, 15 except 11=-116(LC 4), 17=-153(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 11, 12, 13, 14, 15, 16 except 17=359(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-231/252 WEBS 9-12=-324/235, 2-17=-267/167 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 13, 14, 15 except (jt=lb) 11=116, 17=153. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss Y05 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381485 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:56 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-EgGJcY76nl1vNpI6W6uL3vCRwEG11g1314fnUzyGwH5 Scale = 1:77.8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 4x6 3x4 3x4 3x6 3x6 4-5-8 4-5-8 16-3-6 11-9-14 11-9-14 11-9-14 16-3-6 4-5-8 13-11-33-3-213-11-314.14 12 14.14 12 Plate Offsets (X,Y)-- [8:0-1-5,0-1-2], [8:0-2-11,Edge], [9:0-1-2,0-1-5], [11:0-0-11,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.11 0.07 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.01 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 81 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 *Except* 1-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 *Except* 13-18: 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 8-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-14. REACTIONS.All bearings 16-3-6. (lb) - Max Horz 1=411(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 18, 20, 19, 16, 15, 12 except 11=-111(LC 4), 1=-242(LC 5), 17=-100(LC 4) Max Grav All reactions 250 lb or less at joint(s) 11, 18, 20, 19, 17, 16, 15, 14, 12 except 1=349(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-462/381, 2-3=-361/296, 3-4=-250/206 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 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) Bearing at joint(s) 11, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 20, 19, 16, 15, 12 except (jt=lb) 11=111, 1=242, 17=100. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 11, 17, 16, 15, 14, 12. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss Y06 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381486 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:56 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-EgGJcY76nl1vNpI6W6uL3vCIBE8g1fm314fnUzyGwH5 Scale = 1:75.7 1 2 3 4 5 10 9 8 7 6 4x8 MT18HS 3x10 3x8 2x8 2x4 2x4 2x4 2x4 2x4 2x4 7-0-3 7-0-3 2-5-1213-4-120-4-58-5-30-4-54-11-918.67 12 8.49 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.67 0.60 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) 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 MT18HS Weight: 55 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *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 6-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS.All bearings 7-0-3. (lb) - Max Horz 10=209(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 8, 7 except 10=-389(LC 5), 6=-153(LC 5), 9=-717(LC 4) Max Grav All reactions 250 lb or less at joint(s) 6, 8, 7 except 10=648(LC 4), 9=647(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-474/301, 1-2=-534/377 WEBS 2-9=-388/444 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) All plates are MT20 plates unless otherwise indicated. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 7 except (jt=lb) 10=389, 6=153, 9=717. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10, 6, 9, 8, 7. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss Y07 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381487 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:57 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-jsqhqu8lY39m?ztI4qPac6lQ_eV4m5RDGkOL0QyGwH4 Scale = 1:100.6 1 2 3 4 5 6 7 8 9 16 1514 13 12 11 10 5x6 3x8 3x6 4x6 4x6 3x6 9-10-5 9-10-5 8-10-4 8-10-4 9-10-5 1-0-0 1-9-315-6-90-4-515-0-90-4-58-5-36-11-1018.67 12 1.70 12 8.49 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.86 0.47 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 72 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 9-10: 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 7-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 9-10 REACTIONS.All bearings 9-10-5. (lb) - Max Horz 16=263(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 11, 14 except 16=-809(LC 7), 10=-107(LC 7), 15=-927(LC 6), 12=-196(LC 6), 13=-198(LC 6) Max Grav All reactions 250 lb or less at joint(s) 10, 11, 14 except 16=1140(LC 6), 15=734(LC 7), 12=282(LC 11), 13=289(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-784/568, 1-2=-843/627, 2-3=-500/373, 3-4=-377/278 WEBS 2-15=-319/398, 6-12=-263/249 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) All plates are 2x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 14 except (jt=lb) 16=809, 10=107, 15=927, 12=196, 13=198. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 16, 10, 15, 11, 12, 13, 14. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss Y08 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381488 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:58 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-B2O31E9NJMHdd7SVeXwp8KHnd2y2Vb4MVO8uZsyGwH3 Scale = 1:68.4 1 2 3 4 5 6 7 13 12 11 10 9 8 4x6 3x6 3x4 3x6 5x6 2-4-13 2-4-13 10-8-12 8-3-15 9-6-6 9-6-6 10-8-12 1-2-7 11-2-129-9-1314.14 12 14.14 12 Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [6:Edge,0-1-14], [7:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.10 0.03 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 *Except* 1-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 *Except* 7-12: 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. REACTIONS.All bearings 10-8-12. (lb) - Max Horz 1=321(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 12 except 7=-138(LC 4), 1=-195(LC 5), 9=-111(LC 4), 10=-105(LC 4), 11=-123(LC 4), 13=-106(LC 4) Max Grav All reactions 250 lb or less at joint(s) 7, 12, 8, 9, 10, 11, 13 except 1=289(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-380/300, 2-3=-283/223 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) All plates are 2x4 MT20 unless otherwise indicated. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 7=138, 1=195, 9=111, 10=105, 11=123, 13=106. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7, 8, 9, 10, 11. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss Y09 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381489 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:58 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-B2O31E9NJMHdd7SVeXwp8KHmf2yjVacMVO8uZsyGwH3 Scale = 1:35.5 1 2 3 4 5 6 7 11 10 9 8 3x6 5x9 4-0-5 4-0-5 9-4-5 5-4-0 5-4-0 5-4-0 9-4-5 4-0-5 18.75 12 18.75 12 Plate Offsets (X,Y)-- [4:0-2-15,Edge], [7:0-2-4,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.16 0.06 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 *Except* 4-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 *Except* 1-10: 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 1-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-4-5. (lb) - Max Horz 1=-207(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 11, 9 except 1=-102(LC 5), 7=-112(LC 5), 10=-150(LC 4), 8=-203(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 11, 10, 9 except 8=266(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; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 9 except (jt=lb) 1=102, 7=112, 10=150, 8=203. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 11. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss Y10 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381490 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:20:59 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-fEySEa9?4gPUEH1hBER2hXqxQSHBE1jWk2tR5IyGwH2 Scale = 1:36.0 1 2 3 4 5 6 10 9 8 7 2x4 5x6 2x4 3x6 2x4 2x4 2x4 2x4 2x4 5-1-4 5-1-4 9-4-7 4-3-3 4-3-3 4-3-3 9-4-7 5-1-4 14.14 12 14.14 12 Plate Offsets (X,Y)-- [3:0-1-2,0-1-5], [4:0-2-11,Edge], [4:0-1-5,0-1-2] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.10 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 37 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 *Except* 4-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 *Except* 1-8: 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 1-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-10. REACTIONS.All bearings 9-4-7. (lb) - Max Horz 1=-198(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 9 except 8=-125(LC 4), 7=-186(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 6, 8, 10, 9 except 7=371(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-7=-307/225 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10, 9 except (jt=lb) 8=125, 7=186. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 10, 9. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss Y11 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381491 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:21:00 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-7RVqSvAdr_XLsRctlyyHDlM7fsduzUWfyid?dkyGwH1 Scale = 1:66.4 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 5x6 5x6 3x6 3x6 3x6 3x6 39-5-8 39-5-8 4-11-6 4-11-6 32-3-2 27-3-13 39-5-8 7-2-6 2-7-138-5-138-5-1314.14 12 Plate Offsets (X,Y)-- [4:0-2-11,Edge], [11:0-3-0,0-3-0], [18:0-2-11,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.13 0.07 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 22 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 252 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF No.2 *Except* 2-43,3-42,19-25,20-24,21-23: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-18. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-41, 5-40, 6-39, 7-38, 8-37, 9-35, 10-34, 11-33, 12-32, 13-31, 14-30, 15-28, 16-27, 17-26 REACTIONS.All bearings 39-5-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 44, 42, 41, 40, 39, 38, 37, 35, 34, 33, 32, 31, 30, 28, 27, 24, 23 except 43=-137(LC 4) Max Grav All reactions 250 lb or less at joint(s) 44, 22, 43, 42, 41, 40, 39, 38, 37, 35, 34, 33, 32, 31, 30, 28, 27, 26, 25, 24, 23 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 44, 42, 41, 40, 39, 38, 37, 35, 34, 33, 32, 31, 30, 28, 27, 24, 23 except (jt=lb) 43=137. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss Y12 Truss Type GABLE Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381492 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:21:01 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-bd3CfFBFcHfCUaB4JfUWmyvHEFzpiw?oBMMY9ByGwH0 Scale = 1:82.8 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 3x6 4x6 3x6 3x4 3x6 3x4 22-8-15 22-8-15 11-4-8 11-4-8 22-8-15 11-4-8 13-3-014.14 12 Plate Offsets (X,Y)-- [4:0-2-14,Edge], [7:Edge,0-1-14], [10:0-2-14,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.14 0.09 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 143 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 3-22,2-23,11-15,12-14: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-18, 6-19, 5-21, 8-17, 9-16 REACTIONS.All bearings 22-8-15. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 19, 21, 22, 17, 16, 15, 13 except 18=-108(LC 5), 23=-132(LC 4), 14=-132(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 18, 19, 21, 22, 17, 16, 15, 13 except 23=350(LC 7), 14=350(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-257/215, 12-13=-257/215 WEBS 2-23=-259/148, 12-14=-259/148 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) All plates are 2x4 MT20 unless otherwise indicated. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 19, 21, 22, 17, 16, 15, 13 except (jt=lb) 18=108, 23=132, 14=132. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 Job 1800555 Truss Y13 Truss Type Lay-In Gable Qty 1 Ply 1 WF51 - Waterfront Lot #51 Job Reference (optional) I35381493 8.220 s Oct 6 2018 MiTek Industries, Inc. Wed Nov 21 15:21:02 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:DLOlyPqTReoQQ_vxQokCqVyZon9-3pdatbCtMbn36kmGtN?lJASPbfKcRPuyQ066idyGwH? Scale = 1:29.0 1 2 3 2x4 2x4 2x4 2-4-14 2-4-14 5-1-33-4-131-8-625.46 12 8.49 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.29 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=76/2-4-14, 3=76/2-4-14 Max Horz 1=70(LC 4) Max Uplift 3=-59(LC 4) Max Grav 1=76(LC 7), 3=97(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 3. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. November 26,2018 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.