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HomeMy WebLinkAbout10478 Roxley Bend- Truss Packet16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. June 17,2020 Liu, Xuegang Pages or sheets covered by this seal: I41694763 thru I41694849 My license renewal date for the state of Indiana is July 31, 2020. 20883 20883_DREES_IGA487_NM IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss A01 Truss Type Hip Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694763 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:16:27 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-LgzVGGzHJ5QBh92lMbF6dSE8Ztj3DZCWqmfY4Wz5OeY Scale = 1:73.0 12 3 4 5 6 7 8 9 1011 17 16 15 14 13 1224 5x6 3x6 4x6 4x8 1.5x4 4x8 1.5x4 1.5x4 4x8 6x6 3x4 1.5x4 8x8 5x9 3x6 10-6-1210-6-12 17-2-86-7-12 23-11-86-9-0 30-7-46-7-12 41-2-010-6-12 -0-10-8 0-10-8 6-1-1 6-1-1 10-6-12 4-5-11 17-2-8 6-7-12 23-11-8 6-9-0 30-7-4 6-7-12 35-0-15 4-5-11 41-2-0 6-1-1 42-0-8 0-10-8 0-7-127-6-27-8-40-7-127-6-28.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-3-7], [2:0-3-8,Edge], [10:0-2-2,0-3-7], [10:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.52 0.87 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.56 0.17 0.10 (loc) 12-23 12-23 10 15 l/defl >999 >882 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 160 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-3-2 max.): 4-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-17, 5-14 REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=146(LC 9) Max Uplift 2=-61(LC 10), 10=-61(LC 11) Max Grav 2=1699(LC 1), 10=1699(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2446/339, 3-4=-2221/333, 4-5=-1800/312, 5-7=-2331/391, 7-8=-2333/392, 8-9=-2221/334, 9-10=-2446/340 BOT CHORD 2-17=-178/1940, 15-17=-169/2365, 14-15=-169/2365, 12-14=-91/1805, 10-12=-178/1941 WEBS 4-17=-62/892, 5-17=-847/166, 5-15=0/347, 7-14=-437/159, 8-14=-165/780, 8-12=-6/393 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance at joint 2 = 12%, joint 10 = 12%, joint 2 = 12%, joint 10 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss A01A Truss Type Hip Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694764 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:16:28 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-ptXtTc_v4OY2JIdywImL9gnJJH3Iy0Tf2QO5cyz5OeX Scale = 1:72.3 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 1123 5x6 3x6 4x6 4x8 1.5x4 4x8 1.5x4 1.5x4 4x8 6x6 3x4 1.5x4 6x6 5x9 3x6 10-6-1210-6-12 17-2-86-7-12 23-11-86-9-0 30-7-46-7-12 41-2-010-6-12 6-1-1 6-1-1 10-6-12 4-5-11 17-2-8 6-7-12 23-11-8 6-9-0 30-7-4 6-7-12 35-0-15 4-5-11 41-2-0 6-1-1 42-0-8 0-10-8 0-7-127-6-27-8-40-7-127-6-28.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-3-7], [9:0-2-2,0-3-7], [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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.52 0.87 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.56 0.17 0.10 (loc) 11-22 16-19 9 14 l/defl >999 >879 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 159 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-3-2 max.): 3-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-16, 4-13 REACTIONS. (size)1=0-3-8, 9=0-3-8 Max Horz 1=-142(LC 6) Max Uplift 1=-46(LC 10), 9=-61(LC 11) Max Grav 1=1646(LC 1), 9=1700(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2450/342, 2-3=-2225/335, 3-4=-1802/314, 4-6=-2332/391, 6-7=-2334/393, 7-8=-2222/334, 8-9=-2447/340 BOT CHORD 1-16=-181/1945, 14-16=-170/2367, 13-14=-170/2367, 11-13=-91/1806, 9-11=-178/1942 WEBS 3-16=-64/894, 4-16=-846/166, 4-14=0/346, 6-13=-437/159, 7-13=-165/781, 7-11=-6/393 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance at joint 9 = 12%, joint 9 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss A02 Truss Type Hip Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694765 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:16:29 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-H34Fhy?XqigvwSC8U0HaitKTtgSJhZcpH48e8Oz5OeW Scale = 1:72.7 12 3 4 5 6 7 8 9 16 15 14 13 12 11 102324 6x6 6x6 4x6 5x6 1.5x4 3x4 4x8 1.5x4 3x4 5x6 1.5x4 6x8 6x8 4x6 6-11-26-11-2 13-6-126-7-10 20-7-07-0-4 27-7-47-0-4 34-2-146-7-10 41-2-06-11-2 -0-10-8 0-10-8 6-11-2 6-11-2 13-6-12 6-7-10 20-7-0 7-0-4 27-7-4 7-0-4 34-2-14 6-7-10 41-2-0 6-11-2 42-0-8 0-10-8 0-7-129-6-29-8-40-7-129-6-28.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-5-7], [3:0-3-0,0-3-4], [7:0-3-0,0-3-4], [8:0-2-2,0-5-7], [8:0-3-8,Edge], [12:0-2-7,0-0-0], [14:0-2-7,0-0-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.53 0.69 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.40 0.15 0.07 (loc) 13-15 13-15 8 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-13,6-13: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-8-8 max.): 4-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-15, 5-13, 7-11 REACTIONS. (size)2=0-3-8, 8=0-3-8 Max Horz 2=185(LC 9) Max Uplift 2=-83(LC 10), 8=-83(LC 11) Max Grav 2=1699(LC 1), 8=1699(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2458/305, 3-4=-2070/333, 4-5=-1876/355, 5-6=-1876/355, 6-7=-2070/333, 7-8=-2458/305 BOT CHORD 2-16=-147/1950, 15-16=-148/1949, 13-15=-71/1640, 11-13=-43/1640, 10-11=-148/1949, 8-10=-147/1950 WEBS 3-15=-412/170, 4-15=-19/491, 4-13=-138/403, 5-13=-479/177, 6-13=-138/403, 6-11=-19/491, 7-11=-412/171 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance at joint 2 = 12%, joint 8 = 12%, joint 2 = 12%, joint 8 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss A02A Truss Type Hip Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694766 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:16:30 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-mFeeuI?9b0omYcnK1jopF5sed4nnQ0ryWktChrz5OeV Scale = 1:71.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 92223 5x9 6x6 6x6 5x9 4x6 1.5x4 3x4 4x8 1.5x4 3x4 1.5x4 8x8 8x8 4x6 6-10-106-10-10 13-6-126-8-2 20-7-07-0-4 27-7-47-0-4 34-3-66-8-2 41-2-06-10-10 6-10-10 6-10-10 13-6-12 6-8-2 20-7-0 7-0-4 27-7-4 7-0-4 34-3-6 6-8-2 41-2-0 6-10-10 42-0-8 0-10-8 0-7-129-6-29-8-40-7-129-6-28.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-10], [1:0-1-11,0-3-11], [2:0-4-0,0-3-0], [6:0-4-0,0-3-0], [7:0-1-11,0-3-11], [7:0-2-9,0-5-8], [11:0-2-7,0-0-0], [13:0-2-7,0-0-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.53 0.74 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.41 0.16 0.07 (loc) 12-14 12-14 7 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 176 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-12,5-12: 2x4 SPF No.2 WEDGE Left: 2x8 SP No.2 , Right: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-8-8 max.): 3-5. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-14, 4-12, 6-10 REACTIONS. (size)1=0-3-8, 7=0-3-8 Max Horz 1=-181(LC 6) Max Uplift 1=-68(LC 10), 7=-83(LC 11) Max Grav 1=1646(LC 1), 7=1700(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2470/306, 2-3=-2073/334, 3-4=-1877/356, 4-5=-1877/356, 5-6=-2072/334, 6-7=-2466/304 BOT CHORD 1-15=-149/1955, 14-15=-151/1952, 12-14=-71/1641, 10-12=-43/1641, 9-10=-149/1948, 7-9=-147/1950 WEBS 2-14=-414/172, 3-14=-20/493, 3-12=-138/403, 4-12=-479/177, 5-12=-138/403, 5-10=-19/491, 6-10=-411/171 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss A03 Truss Type Piggyback Base Qty 5 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694767 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:16:32 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-iemOJz1Q7d2Tnwxj98rHKWxy2uT1uv0Fz2MJljz5OeT Scale = 1:74.5 12 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 122526 3x6 5x6 5x6 3x6 3x6 3x4 1.5x4 4x8 4x8 4x8 3x4 1.5x4 6x8 6x8 3x6 1.5x4 7-3-27-3-2 14-9-67-6-3 20-7-05-9-10 26-4-105-9-10 33-10-147-6-3 41-2-07-3-3 -0-10-8 0-10-8 7-3-2 7-3-2 14-9-6 7-6-3 20-7-0 5-9-10 26-4-10 5-9-10 33-10-14 7-6-3 41-2-0 7-3-3 42-0-8 0-10-8 0-7-1210-6-00-7-1210-6-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-5-7], [5:0-3-8,0-2-8], [7:0-3-8,0-2-8], [10:0-2-2,0-5-7], [10:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.67 0.69 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.40 0.16 0.07 (loc) 14-15 16-18 10 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 179 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,6-14: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-5-7 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-16, 6-16, 6-14, 9-14 REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=-203(LC 8) Max Uplift 2=-91(LC 10), 10=-91(LC 11) Max Grav 2=1699(LC 1), 10=1699(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2464/301, 3-5=-1995/326, 5-6=-1557/323, 6-7=-1557/323, 7-9=-1995/326, 9-10=-2464/301 BOT CHORD 2-18=-143/1956, 16-18=-143/1956, 15-16=-33/1675, 14-15=-33/1675, 12-14=-143/1956, 10-12=-143/1956 WEBS 3-18=0/273, 3-16=-518/187, 5-16=-32/677, 6-16=-336/142, 6-14=-335/141, 7-14=-32/677, 9-14=-518/188, 9-12=0/273, 6-15=0/313 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance at joint 2 = 12%, joint 10 = 12%, joint 2 = 12%, joint 10 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss A03A Truss Type Piggyback Base Qty 7 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694768 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:16:33 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-AqKmWJ22uxAKP4WvjsMWsjU7mIpGdMDOCi6sHAz5OeS Scale = 1:73.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 112425 3x6 5x6 5x6 3x6 3x6 3x4 1.5x4 4x8 4x8 4x8 3x4 1.5x4 8x8 8x8 1.5x4 3x6 7-3-27-3-2 14-9-67-6-3 20-7-05-9-10 26-4-105-9-10 33-10-147-6-3 41-2-07-3-3 7-3-2 7-3-2 14-9-6 7-6-3 20-7-0 5-9-10 26-4-10 5-9-10 33-10-14 7-6-3 41-2-0 7-3-3 42-0-8 0-10-8 0-7-1210-6-00-7-1210-6-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-10], [1:0-3-6,0-4-13], [4:0-3-8,0-2-8], [6:0-3-8,0-2-8], [9:0-3-6,0-4-13], [9:0-2-15,0-7-3] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.67 0.69 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.40 0.16 0.07 (loc) 14-15 11-13 9 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 180 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-13: 2x4 SPF No.2 WEDGE Left: 2x8 SP No.2 , Right: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-5-7 max.): 4-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-15, 5-15, 5-13, 8-13 REACTIONS. (size)1=0-3-8, 9=0-3-8 Max Horz 1=-199(LC 6) Max Uplift 1=-76(LC 10), 9=-91(LC 11) Max Grav 1=1646(LC 1), 9=1700(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2468/304, 2-4=-1997/327, 4-5=-1558/324, 5-6=-1558/324, 6-8=-1996/326, 8-9=-2464/302 BOT CHORD 1-17=-146/1960, 15-17=-146/1960, 14-15=-34/1676, 13-14=-34/1676, 11-13=-144/1956, 9-11=-144/1956 WEBS 2-17=0/274, 2-15=-522/188, 4-15=-33/678, 5-15=-336/142, 5-13=-336/142, 6-13=-33/677, 8-13=-518/188, 8-11=0/273, 5-14=0/314 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss A04 Truss Type Piggyback Base Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694769 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:16:35 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-6DSXx?3IQYR2eNfIqGO_x8ZTm5RB5Dlhf0bzM2z5OeQ Scale = 1:75.2 12 3 4 5 6 7 8 9 10 1112 21 20 19 18 17 16 15 14 132829 6x6 6x6 5x6 5x6 3x6 3x6 1.5x4 6x8 3x4 3x4 4x8 1.5x4 4x8 4x8 3x4 1.5x4 6x8 8x8 3x6 2-6-02-6-0 3-6-01-0-0 8-3-34-9-3 15-9-67-6-3 21-7-05-9-10 27-4-105-9-10 34-10-147-6-3 42-2-07-3-3 -0-10-8 0-10-8 2-6-0 2-6-0 3-6-0 1-0-0 8-3-3 4-9-3 15-9-6 7-6-3 21-7-0 5-9-10 27-4-10 5-9-10 34-10-14 7-6-3 42-2-0 7-3-3 43-0-8 0-10-8 0-7-122-2-1110-6-00-7-1210-6-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-3-7], [3:0-3-0,0-2-3], [6:0-3-8,0-2-8], [8:0-3-8,0-2-8], [11:0-2-9,0-5-8], [11:0-1-11,0-3-11], [20:0-2-8,0-3-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.70 0.92 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.45 0.18 0.09 (loc) 16-17 17-19 11 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 191 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-17,7-15: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-5-15 max.): 3-4, 6-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-17, 7-17, 7-15, 10-15 REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=-203(LC 8) Max Uplift 2=-99(LC 10), 11=-91(LC 11) Max Grav 2=1739(LC 1), 11=1739(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2395/275, 3-4=-2663/320, 4-5=-2719/342, 5-6=-2119/339, 6-7=-1659/336, 7-8=-1615/330, 8-10=-2065/334, 10-11=-2538/308 BOT CHORD 2-21=-189/1928, 20-21=-190/1942, 19-20=-258/2739, 17-19=-169/2227, 16-17=-42/1756, 15-16=-42/1756, 13-15=-149/2010, 11-13=-149/2010 WEBS 3-21=-274/35, 3-20=-185/1724, 4-20=-1431/197, 4-19=-554/96, 5-19=0/440, 5-17=-695/186, 6-17=-36/744, 7-17=-303/146, 7-16=0/315, 7-15=-374/139, 8-15=-37/712, 10-15=-514/188, 10-13=0/273 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss A05 Truss Type Piggyback Base Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694770 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:16:38 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-Xo7fa16AjTpdVrOtVPyhZnB__JSzIaN7LzpdzNz5OeN Scale = 1:82.3 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 132829 5x6 6x6 6x12 MT20HS 5x6 3x6 3x6 1.5x4 6x6 3x4 4x4 4x8 1.5x4 4x8 4x8 3x4 1.5x4 8x8 8x8 3x6 5-6-05-6-0 6-6-01-0-0 8-8-12-2-1 15-9-67-1-5 21-7-05-9-10 27-4-105-9-10 34-10-147-6-3 42-2-07-3-3 -0-10-8 0-10-8 5-6-0 5-6-0 6-6-0 1-0-0 8-8-1 2-2-1 15-9-6 7-1-5 21-7-0 5-9-10 27-4-10 5-9-10 34-10-14 7-6-3 42-2-0 7-3-3 43-0-8 0-10-8 0-7-124-1-1010-6-00-7-1210-6-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-3-7], [3:0-3-4,0-0-12], [6:0-9-12,0-2-0], [8:0-3-8,0-2-8], [11:0-2-9,0-5-8], [11:0-1-11,0-3-11], [20:0-2-8,0-3-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.70 0.97 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.43 0.18 0.08 (loc) 16-17 13-15 11 17-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 202 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-17,7-15: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-5-2 max.): 3-4, 6-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-17, 7-17, 7-15, 10-15 REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=-205(LC 8) Max Uplift 2=-99(LC 10), 11=-91(LC 11) Max Grav 2=1739(LC 1), 11=1739(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2559/305, 3-4=-2303/310, 4-5=-2632/341, 5-6=-2124/342, 6-7=-1656/334, 7-8=-1615/330, 8-10=-2065/334, 10-11=-2538/308 BOT CHORD 2-21=-163/2053, 20-21=-165/2054, 19-20=-189/2342, 17-19=-170/2232, 16-17=-43/1756, 15-16=-43/1756, 13-15=-150/2010, 11-13=-150/2010 WEBS 3-20=-102/1155, 4-20=-1115/67, 5-19=0/427, 5-17=-720/190, 6-17=-50/775, 7-17=-303/137, 7-16=0/315, 7-15=-375/140, 8-15=-38/713, 10-15=-514/188, 10-13=0/273 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 2 = 0%, joint 2 = 0% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss A06 Truss Type Piggyback Base Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694771 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:16:40 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-TAFQ_j7RF43Ll9YFdq_9eCHKU6A7mQmQpHIk1Gz5OeL Scale = 1:82.3 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 1327282930 31 32 5x6 5x9 6x12 MT20HS 5x6 3x6 3x6 4x8 1.5x4 1.5x4 4x8 1.5x4 4x8 4x8 3x4 1.5x4 8x8 8x8 3x6 8-2-11 8-2-11 8-6-0 0-3-5 9-6-0 1-0-0 15-9-6 6-3-6 21-7-0 5-9-10 27-4-10 5-9-10 34-10-14 7-6-3 42-2-0 7-3-3 -0-10-8 0-10-8 4-4-12 4-4-12 8-6-0 4-1-4 9-6-0 1-0-0 15-9-6 6-3-6 21-7-0 5-9-10 27-4-10 5-9-10 34-10-14 7-6-3 42-2-0 7-3-3 43-0-8 0-10-8 0-7-126-1-1010-6-00-7-1210-6-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-3-7], [6:0-9-12,0-2-0], [8:0-3-8,0-2-8], [11:0-1-11,0-3-11], [11:0-2-9,0-5-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.70 0.80 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.43 0.17 0.09 (loc) 16-17 13-15 11 17-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 201 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-17,7-15: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-11-4 max.): 4-5, 6-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-17, 7-17, 7-15, 10-15 REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=-205(LC 8) Max Uplift 2=-99(LC 10), 11=-91(LC 11) Max Grav 2=1739(LC 1), 11=1739(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2534/325, 3-4=-2373/315, 4-5=-1943/295, 5-6=-2074/344, 6-7=-1656/335, 7-8=-1615/331, 8-10=-2065/335, 10-11=-2538/309 BOT CHORD 2-20=-190/2028, 19-20=-140/2115, 17-19=-140/2114, 16-17=-43/1775, 15-16=-43/1775, 13-15=-150/2010, 11-13=-150/2010 WEBS 4-20=-124/991, 5-20=-936/160, 5-17=-673/166, 6-17=-55/804, 7-17=-281/132, 7-16=0/313, 7-15=-393/139, 8-15=-39/729, 10-15=-513/188, 10-13=0/273 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 2 = 0%, joint 2 = 0% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss A07 Truss Type Piggyback Base Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694772 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:16:42 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-PZNAPO9hniJ3_SiekF0dkdMgywtCEJHjGbnq68z5OeJ Scale = 1:80.8 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 132829 6x6 5x6 5x6 5x6 3x6 3x6 3x4 1.5x4 3x4 3x4 4x8 1.5x4 4x8 4x8 3x4 1.5x4 6x8 8x8 3x6 7-3-27-3-2 11-6-04-2-13 12-6-01-0-0 15-9-63-3-6 21-7-05-9-10 27-4-105-9-10 34-10-147-6-3 42-2-07-3-3 -0-10-8 0-10-8 7-3-2 7-3-2 11-6-0 4-2-13 12-6-0 1-0-0 15-9-6 3-3-6 21-7-0 5-9-10 27-4-10 5-9-10 34-10-14 7-6-3 42-2-0 7-3-3 43-0-8 0-10-8 0-7-128-1-1010-6-00-7-1210-6-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-5-7], [6:0-3-12,0-2-0], [8:0-3-8,0-2-8], [11:0-1-11,0-3-11], [11:0-2-9,0-5-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.70 0.76 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.43 0.17 0.07 (loc) 16-17 13-15 11 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 209 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-17,7-15: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-11-13 max.): 4-5, 6-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-17, 7-17, 7-15, 10-15 REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=-205(LC 8) Max Uplift 2=-99(LC 10), 11=-91(LC 11) Max Grav 2=1739(LC 1), 11=1739(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2507/309, 3-4=-2217/351, 4-5=-1839/321, 5-6=-2025/366, 6-7=-1651/336, 7-8=-1615/331, 8-10=-2065/335, 10-11=-2538/309 BOT CHORD 2-21=-144/1982, 20-21=-144/1982, 19-20=-75/1798, 17-19=-84/1864, 16-17=-43/1758, 15-16=-43/1758, 13-15=-150/2010, 11-13=-150/2010 WEBS 3-20=-323/144, 4-20=-60/353, 4-19=-70/517, 5-19=-565/86, 5-17=-559/163, 6-17=-99/834, 7-17=-310/123, 7-16=0/323, 7-15=-377/139, 8-15=-40/714, 10-15=-515/188, 10-13=0/274 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance at joint 2 = 8%, joint 2 = 8% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss A08 Truss Type Piggyback Base Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694773 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:16:44 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-LyUwq4AxIJZmDmr0sf35p2R1NjZmiLV0kvGxA1z5OeH Scale = 1:83.5 1 2 3 4 5 6 7 8 9 10 11 12 20 1918 17 16 15 14 132728 3x6 6x12 MT20HS 8x8 8x8 3x6 3x6 3x4 1.5x4 3x4 4x8 4x8 1.5x4 4x8 3x4 1.5x4 8x8 8x8 3x6 7-3-37-3-3 14-6-07-2-13 15-6-01-0-0 21-7-06-1-0 27-4-105-9-10 34-10-147-6-3 42-2-07-3-3 -0-10-8 0-10-8 7-3-3 7-3-3 14-6-0 7-2-13 15-6-0 1-0-0 15-9-6 0-3-6 21-7-0 5-9-10 27-4-10 5-9-10 34-10-14 7-6-3 42-2-0 7-3-3 43-0-8 0-10-8 0-7-1210-1-1010-6-00-7-1210-6-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-5-7], [5:0-8-12,0-2-0], [6:0-2-1,0-2-4], [8:0-4-0,0-1-9], [11:0-1-11,0-3-11], [11:0-2-9,0-5-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.58 0.76 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.39 0.17 0.06 (loc) 16-17 13-15 11 18-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 220 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x8 SP No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-15,7-17: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-1-6 max.): 5-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-18, 6-17, 7-15, 10-15, 7-17 REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=206(LC 9) Max Uplift 2=-89(LC 10), 11=-91(LC 11) Max Grav 2=1739(LC 1), 11=1739(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2526/310, 3-5=-2093/338, 5-6=-1672/330, 6-7=-1681/335, 7-8=-1620/333, 8-10=-2076/338, 10-11=-2535/310 BOT CHORD 2-20=-150/2004, 18-20=-150/2004, 17-18=-59/1646, 16-17=-50/1784, 15-16=-50/1784, 13-15=-150/2007, 11-13=-150/2007 WEBS 3-20=0/263, 3-18=-470/178, 5-18=-27/398, 5-17=-138/406, 7-16=0/337, 7-15=-416/153, 8-15=-42/737, 10-15=-493/181, 10-13=0/268, 7-17=-301/131 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 2 = 8%, joint 2 = 8% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss A09 Truss Type Piggyback Base Qty 2 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694774 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:16:46 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-IKchFmCCqwpUT4?Pz45ZuTXL5XExAEYJBDl2Fvz5OeF Scale = 1:78.9 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 122526 3x6 5x12 MT18HS 5x12 MT18HS 3x6 3x6 3x4 1.5x4 4x8 1.5x4 4x8 4x8 3x4 1.5x4 8x8 8x8 3x6 7-3-27-3-2 14-9-67-6-3 21-1-06-3-10 27-4-106-3-10 34-10-147-6-3 42-2-07-3-3 -0-10-8 0-10-8 7-3-2 7-3-2 14-9-6 7-6-3 21-1-0 6-3-10 27-4-10 6-3-10 34-10-14 7-6-3 42-2-0 7-3-3 43-0-8 0-10-8 0-7-1210-6-00-7-1210-6-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-5-7], [5:0-9-8,0-2-8], [7:0-9-8,0-2-8], [10:0-2-2,0-5-7], [10:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.69 0.71 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.41 0.17 0.07 (loc) 14-15 12-14 10 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 181 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,6-14: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-3-7 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-16, 6-16, 6-14, 9-14 REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=-203(LC 8) Max Uplift 2=-91(LC 10), 10=-91(LC 11) Max Grav 2=1739(LC 1), 10=1739(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2530/310, 3-5=-2065/335, 5-6=-1616/331, 6-7=-1616/331, 7-9=-2065/335, 9-10=-2530/310 BOT CHORD 2-18=-150/2010, 16-18=-150/2010, 15-16=-45/1765, 14-15=-45/1765, 12-14=-150/2010, 10-12=-150/2010 WEBS 3-18=0/271, 3-16=-513/188, 5-16=-34/712, 6-16=-376/144, 6-15=0/348, 6-14=-376/144, 7-14=-34/712, 9-14=-513/188, 9-12=0/271 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 2 = 8%, joint 10 = 8%, joint 2 = 8%, joint 10 = 8% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss A09A Truss Type Piggyback Base Qty 2 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694775 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:16:48 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-EjkRgSDSMY3CiN9o5V71zuchYLwce80cfXE9Joz5OeD Scale = 1:78.2 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 112425 3x6 5x12 MT18HS 5x12 MT18HS 3x6 3x6 3x4 1.5x4 4x8 1.5x4 4x8 4x8 3x4 1.5x4 8x8 8x8 3x6 7-3-27-3-2 14-9-67-6-3 21-1-06-3-10 27-4-106-3-10 34-10-147-6-3 42-2-07-3-3 7-3-2 7-3-2 14-9-6 7-6-3 21-1-0 6-3-10 27-4-10 6-3-10 34-10-14 7-6-3 42-2-0 7-3-3 43-0-8 0-10-8 0-7-1210-6-00-7-1210-6-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-10], [1:0-1-11,0-3-11], [4:0-9-8,0-2-8], [6:0-9-8,0-2-8], [9:0-1-11,0-3-11], [9:0-2-9,0-5-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.70 0.76 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.42 0.17 0.07 (loc) 14-15 11-13 9 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 183 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-13: 2x4 SPF No.2 WEDGE Left: 2x8 SP No.2 , Right: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-3-7 max.): 4-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-15, 5-15, 5-13, 8-13 REACTIONS. (size)1=0-5-8, 9=0-3-8 Max Horz 1=-199(LC 6) Max Uplift 1=-75(LC 10), 9=-91(LC 11) Max Grav 1=1686(LC 1), 9=1740(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2542/312, 2-4=-2067/336, 4-5=-1617/332, 5-6=-1617/332, 6-8=-2066/336, 8-9=-2538/310 BOT CHORD 1-17=-153/2014, 15-17=-153/2014, 14-15=-45/1766, 13-14=-45/1766, 11-13=-151/2010, 9-11=-151/2010 WEBS 2-17=0/272, 2-15=-516/189, 4-15=-35/713, 5-15=-376/144, 5-14=0/348, 5-13=-377/144, 6-13=-35/712, 8-13=-512/188, 8-11=0/271 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss A10 Truss Type Piggyback Base Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694776 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:16:50 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-A5sC57Fiu9KwxhJACw9V2Jh278cL6_Gu6rjGOgz5OeB Scale = 1:77.3 1 2 3 4 5 6 7 8 9 1011 19 18 17 16 15 14 13 122627 3x6 6x6 5x12 MT18HS 5x6 7x12 MT18HS 5x9 3x6 3x4 1.5x4 3x4 4x8 3x4 6x8 1.5x4 5x9 8x8 7-3-27-3-2 14-9-67-6-3 21-4-106-7-4 22-0-80-7-14 28-0-86-0-0 34-10-136-10-5 42-2-07-3-3 7-3-2 7-3-2 14-9-6 7-6-3 21-4-10 6-7-4 22-0-8 0-7-14 28-0-8 6-0-0 34-10-13 6-10-5 42-2-0 7-3-3 43-0-8 0-10-8 0-7-129-10-1010-6-00-7-1210-6-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [1:0-2-2,0-3-7], [4:0-3-0,0-2-3], [5:0-8-0,0-2-12], [7:0-8-13,Edge], [8:0-0-0,0-1-12], [8:0-2-0,0-3-0], [10:0-1-11,0-3-11], [10:0-2-9,0-5-8], [13:0-0-0,0-1-12], [14:0-2-8,0-3-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.63 0.75 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.41 0.17 0.09 (loc) 16-17 14-15 10 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 200 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-16,7-15: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-8-2 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-17, 6-15, 9-14, 6-16 REACTIONS. (size)1=0-5-8, 10=0-3-8 Max Horz 1=-199(LC 6) Max Uplift 1=-75(LC 10), 10=-136(LC 11) Max Grav 1=1686(LC 1), 10=1740(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2541/312, 2-4=-2077/337, 4-5=-1800/356, 5-6=-1970/384, 6-7=-1851/352, 7-9=-2112/340, 9-10=-2529/310 BOT CHORD 1-19=-153/2013, 17-19=-153/2013, 16-17=-49/1618, 15-16=-62/1854, 14-15=-39/1668, 12-14=-149/2000, 10-12=-149/2000 WEBS 2-19=0/266, 2-17=-497/184, 4-17=-16/522, 4-16=-95/362, 5-16=-98/705, 6-15=-313/124, 7-15=-125/361, 7-14=-22/495, 9-14=-441/166, 6-16=-784/178 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 10=136. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss A11 Truss Type Piggyback Base Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694777 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:16:52 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-6UzyWpHyQmaeB?TZKLCz8kmOxyHratMBZ9DMSZz5Oe9 Scale = 1:73.7 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1125 3x6 6x6 6x6 5x6 6x6 3x6 3x4 1.5x4 3x4 4x8 3x4 3x4 3x4 1.5x4 5x9 8x8 3x6 7-3-27-3-2 14-9-67-6-3 21-4-106-7-4 25-0-83-7-14 31-0-86-0-0 34-10-133-10-5 42-2-07-3-3 7-3-2 7-3-2 14-9-6 7-6-3 21-4-10 6-7-4 25-0-8 3-7-14 31-0-8 6-0-0 34-10-13 3-10-5 42-2-0 7-3-3 43-0-8 0-10-8 0-7-127-10-1010-6-00-7-1210-6-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [1:0-2-2,0-3-7], [4:0-3-0,0-2-3], [9:0-1-11,0-3-11], [9:0-2-9,0-5-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.61 0.74 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.44 0.16 0.09 (loc) 15-16 15-16 9 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 192 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-15: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-1-15 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-16, 6-15 REACTIONS. (size)1=0-5-8, 9=0-3-8 Max Horz 1=-199(LC 6) Max Uplift 1=-75(LC 10), 9=-136(LC 11) Max Grav 1=1686(LC 1), 9=1740(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2540/310, 2-4=-2078/335, 4-5=-1774/349, 5-6=-2199/387, 6-7=-2269/371, 7-8=-2236/353, 8-9=-2511/310 BOT CHORD 1-18=-151/2012, 16-18=-151/2012, 15-16=-29/1620, 14-15=-139/2274, 12-14=-83/1825, 11-12=-145/1978, 9-11=-145/1978 WEBS 2-18=0/264, 2-16=-493/185, 4-16=-14/530, 4-15=-99/293, 5-15=-111/906, 6-15=-1152/219, 6-14=-485/131, 7-14=-89/725, 7-12=-44/424, 8-12=-294/133 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=136. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss A12 Truss Type Piggyback Base Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694778 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:16:53 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-agXKj9HbB4iVp82lu2jCgxJZcMcOJN?Lopyw??z5Oe8 Scale = 1:75.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 1124 3x6 6x6 6x6 5x6 6x6 3x6 3x4 1.5x4 3x4 4x8 5x9 3x4 1.5x4 5x9 8x8 7-3-27-3-2 14-9-67-6-3 21-4-106-7-4 28-0-86-7-14 34-0-86-0-0 42-2-08-1-8 7-3-2 7-3-2 14-9-6 7-6-3 21-4-10 6-7-4 28-0-8 6-7-14 34-0-8 6-0-0 37-11-8 3-11-0 42-2-0 4-2-8 43-0-8 0-10-8 0-7-125-10-1010-6-00-7-1210-6-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [1:0-2-2,0-3-7], [4:0-3-0,0-2-3], [9:0-1-11,0-3-11], [9:0-2-9,0-5-8], [12:0-0-0,0-1-12], [13:0-4-4,0-3-4] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.61 0.79 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.50 0.18 0.11 (loc) 14-15 13-14 9 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,6-14: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-9-5 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-15, 6-14 REACTIONS. (size)1=0-5-8, 9=0-3-8 Max Horz 1=-199(LC 6) Max Uplift 1=-75(LC 10), 9=-136(LC 11) Max Grav 1=1686(LC 1), 9=1740(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2541/308, 2-4=-2077/334, 4-5=-1781/349, 5-6=-2249/356, 6-7=-2850/406, 7-8=-2390/320, 8-9=-2536/327 BOT CHORD 1-17=-149/2013, 15-17=-149/2013, 14-15=-24/1619, 13-14=-232/2861, 11-13=-125/1983, 9-11=-187/2012 WEBS 2-17=0/268, 2-15=-497/184, 4-15=-18/526, 4-14=-98/297, 5-14=-47/792, 6-14=-1414/247, 6-13=-698/173, 7-13=-144/1198 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=136. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss A13 Truss Type Piggyback Base Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694779 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:16:55 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-X3f58rJrjhyD2SB8?TlglMOvA9I?n9edG7R03uz5Oe6 Scale = 1:75.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1125 3x6 6x6 6x6 5x9 5x6 3x6 3x4 1.5x4 3x4 4x8 5x6 6x8 1.5x4 4x6 5x9 5x9 7-3-27-3-2 14-9-67-6-3 21-4-106-7-4 28-7-47-2-10 31-0-82-5-4 37-0-86-0-0 42-2-05-1-8 7-3-2 7-3-2 14-9-6 7-6-3 21-4-10 6-7-4 28-7-4 7-2-10 31-0-8 2-5-4 37-0-8 6-0-0 42-2-0 5-1-8 43-0-8 0-10-8 0-7-123-10-1010-6-00-7-1210-6-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [1:0-2-2,0-3-7], [4:0-3-0,0-2-3], [9:0-3-8,Edge], [9:0-2-2,0-3-7], [11:0-2-8,0-2-0], [13:0-1-12,0-3-4], [14:0-0-0,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.61 0.78 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.67 0.21 0.15 (loc) 13 13-15 9 13 l/defl >999 >753 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,5-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E *Except* 14-17: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-15,6-15: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-2-3 max.): 4-5, 7-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-16, 6-15, 7-11 REACTIONS. (size)1=0-5-8, 9=0-3-8 Max Horz 1=-199(LC 6) Max Uplift 1=-75(LC 10), 9=-136(LC 11) Max Grav 1=1686(LC 1), 9=1740(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2541/306, 2-4=-2077/332, 4-5=-1784/346, 5-6=-2257/352, 6-7=-3642/469, 7-8=-2063/288, 8-9=-2594/306 BOT CHORD 1-18=-148/2013, 16-18=-148/2013, 15-16=-23/1619, 13-15=-254/2986, 12-13=-370/3866, 11-12=-369/3868, 9-11=-170/2092 WEBS 2-18=0/269, 2-16=-498/184, 4-16=-20/524, 4-15=-96/304, 5-15=-42/773, 6-15=-1493/264, 6-13=-107/1405, 7-13=-1567/207, 7-11=-2098/233, 8-11=-47/1101 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance at joint 9 = 4%, joint 9 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=136. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss A14 Truss Type Piggyback Base Girder Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694780 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:16:57 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-TSnrZXK5EICwHmLW7un8rnUAgzyAF3HwjRw78mz5Oe4 Scale = 1:73.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 25 26 27 28 29 3x6 6x6 5x6 6x10 5x6 3x6 3x4 1.5x4 3x4 4x8 5x6 5x6 1.5x4 5x12 MT18HS5x9 5x9 4x6 7-3-37-3-3 14-9-67-6-3 21-4-106-7-4 28-10-127-6-2 34-0-85-1-11 40-0-86-0-0 42-2-02-1-8 7-3-3 7-3-3 14-9-6 7-6-3 21-4-10 6-7-4 28-10-12 7-6-2 34-0-8 5-1-11 40-0-8 6-0-0 42-2-0 2-1-8 43-0-8 0-10-8 0-7-121-11-1110-6-00-7-1210-6-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [1:0-2-2,0-3-7], [4:0-3-0,0-2-3], [5:0-3-0,0-2-3], [7:0-5-12,0-3-0], [8:0-3-0,0-2-3], [9:0-3-8,Edge], [9:0-2-2,0-3-7], [11:0-2-8,0-2-8], [13:0-2-8 ,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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.93 0.93 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.43 -1.07 0.20 0.28 (loc) 12-13 12-13 9 12-13 l/defl >999 >474 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 191 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4,5-7: 2x4 SPF 1650F 1.5E, 4-5: 2x6 SPF No.2 BOT CHORD 2x4 SP DSS *Except* 14-17: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-15,6-15,7-11: 2x4 SPF No.2, 7-13: 2x4 SPF Stud WEDGE Left: 2x6 SPF No.2 , Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-8-10 max.): 4-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-9-4 oc bracing: 12-13 7-9-10 oc bracing: 11-12. WEBS 1 Row at midpt 2-16, 6-15, 7-13, 7-11 REACTIONS. (size)1=0-3-8, 9=0-3-8 Max Horz 1=-198(LC 27) Max Uplift 1=-82(LC 10), 9=-185(LC 11) Max Grav 1=1686(LC 22), 9=1740(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2538/314, 2-4=-2077/339, 4-5=-1771/355, 5-6=-2271/363, 6-7=-3700/482, 7-8=-2008/312, 8-9=-2522/358 BOT CHORD 1-18=-154/2015, 16-18=-154/2015, 15-16=-27/1614, 13-15=-286/3033, 12-13=-784/6443, 11-12=-781/6446, 9-11=-253/2077 WEBS 2-18=0/262, 2-16=-505/188, 4-16=-21/537, 4-15=-102/315, 5-15=-47/794, 6-15=-1529/290, 6-13=-86/1293, 7-13=-3591/524, 7-11=-4607/554, 8-11=-95/1137 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=185. 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 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss A14 Truss Type Piggyback Base Girder Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694780 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:16:57 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-TSnrZXK5EICwHmLW7un8rnUAgzyAF3HwjRw78mz5Oe4 NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 34 lb up at 36-2-12, and 50 lb down and 34 lb up at 37-11-12, and 121 lb down and 89 lb up at 40-0-8 on top chord, and 11 lb down and 16 lb up at 36-2-12, and 11 lb down and 16 lb up at 37-11-12, and 17 lb down and 16 lb up at 39-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-7=-60, 7-8=-60, 8-10=-60, 19-22=-20 Concentrated Loads (lb) Vert: 11=6(F) 28=4(F) 29=4(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss AGE1 Truss Type GABLE Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694781 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:16:58 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-xeLDmsLj?cKnvwwjgcJNN?0YANVB_lB4y5ghgDz5Oe3 Scale = 1:19.5 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 5 4 1.5x4 1.5x4 2x4 3x6 1.5x4 1.5x4 4-0-0 4-0-0 0-7-123-3-128.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-1], [1:0-0-8,0-2-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.11 0.04 0.03 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: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=4-0-0, 1=4-0-0, 5=4-0-0 Max Horz 1=86(LC 7) Max Uplift 4=-18(LC 9), 5=-73(LC 10) Max Grav 4=17(LC 6), 1=98(LC 18), 5=227(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss AGR1 Truss Type Hip Girder Qty 1 Ply 2 20883_DREES_IGA487_NM Job Reference (optional) I41694782 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:03 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-Ib86paPsq8y4?hogT9uY42kGjO55fx1p5MNSLQz5Oe_ Scale = 1:73.2 12 3 4 5 6 7 8 9 16 15 14 13 12 11 10 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 5x6 5x6 8x12 2x4 1.5x4 5x9 2x4 1.5x4 8x12 5x6 2x4 5x6 7-6-127-6-12 14-0-46-5-8 20-7-06-6-12 27-1-126-6-12 33-7-46-5-8 41-2-07-6-12 -0-10-8 0-10-8 7-6-12 7-6-12 14-0-4 6-5-8 20-7-0 6-6-12 27-1-12 6-6-12 33-7-4 6-5-8 41-2-0 7-6-12 42-0-8 0-10-8 0-7-125-7-35-8-40-7-125-7-38.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0], [3:0-3-0,0-2-3], [5:0-4-8,0-3-0], [7:0-3-0,0-2-3], [8:0-0-0,0-1-0], [11:0-0-0,0-2-12], [15:0-0-0,0-2-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.64 0.57 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.24 -0.43 0.10 (loc) 13 13-14 8 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 348 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins, except 2-0-0 oc purlins (5-1-3 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 8=0-3-8 Max Horz 2=108(LC 9) Max Uplift 2=-1019(LC 10), 8=-1021(LC 11) Max Grav 2=2804(LC 1), 8=2798(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4087/1739, 3-4=-4851/2262, 4-5=-4851/2261, 5-6=-4833/2262, 6-7=-4833/2263, 7-8=-4077/1742 BOT CHORD 2-16=-1382/3299, 14-16=-1381/3290, 13-14=-2356/5387, 12-13=-2356/5387, 10-12=-1333/3281, 8-10=-1334/3290 WEBS 3-16=-79/482, 3-14=-1045/2010, 4-14=-594/418, 5-14=-686/344, 5-13=-37/419, 5-12=-709/342, 6-12=-585/418, 7-12=-1043/1998, 7-10=-79/483 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: 2x3 - 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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1019, 8=1021. 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 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss AGR1 Truss Type Hip Girder Qty 1 Ply 2 20883_DREES_IGA487_NM Job Reference (optional) I41694782 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:03 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-Ib86paPsq8y4?hogT9uY42kGjO55fx1p5MNSLQz5Oe_ NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 104 lb down and 128 lb up at 7-6-12, 105 lb down and 121 lb up at 9-7-8, 106 lb down and 122 lb up at 11-7-8, 106 lb down and 122 lb up at 13-7-8, 106 lb down and 122 lb up at 15-7-8, 106 lb down and 122 lb up at 17-7-8, 106 lb down and 122 lb up at 19-7-8, 106 lb down and 122 lb up at 21-7-8, 105 lb down and 121 lb up at 23-7-8, 105 lb down and 121 lb up at 25-7-8, 105 lb down and 121 lb up at 27-7-8, 105 lb down and 121 lb up at 29-7-8, and 105 lb down and 121 lb up at 31-7-8, and 104 lb down and 128 lb up at 33-7-4 on top chord, and 127 lb down and 61 lb up at 1-7-8, 151 lb down and 62 lb up at 3-7-8, 151 lb down and 81 lb up at 5-7-8, 52 lb down and 39 lb up at 7-7-8, 52 lb down and 39 lb up at 9-7-8, 53 lb down and 40 lb up at 11-7-8, 53 lb down and 40 lb up at 13-7-8, 53 lb down and 40 lb up at 15-7-8, 53 lb down and 40 lb up at 17-7-8, 53 lb down and 40 lb up at 19-7-8, 53 lb down and 40 lb up at 21-7-8, 52 lb down and 39 lb up at 23-7-8, 52 lb down and 39 lb up at 25-7-8, 52 lb down and 39 lb up at 27-7-8, 52 lb down and 39 lb up at 29-7-8, 52 lb down and 39 lb up at 31-7-8, 52 lb down and 39 lb up at 33-6-8, 151 lb down and 81 lb up at 35-6-8, and 151 lb down and 62 lb up at 37-6-8, and 127 lb down and 61 lb up at 39-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-60, 7-9=-60, 17-20=-20 Concentrated Loads (lb) Vert: 3=-48(B) 15=-50(B) 16=-45(B) 7=-48(B) 10=-45(B) 11=-45(B) 23=-48(B) 24=-50(B) 25=-50(B) 26=-50(B) 27=-50(B) 28=-50(B) 29=-50(B) 30=-48(B) 31=-48(B) 32=-48(B) 33=-48(B) 34=-48(B) 35=-127(B) 36=-151(B) 37=-151(B) 38=-45(B) 39=-50(B) 40=-50(B) 41=-50(B) 42=-50(B) 43=-50(B) 44=-45(B) 45=-45(B) 46=-45(B) 47=-45(B) 48=-151(B) 49=-151(B) 50=-127(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss AGR2 Truss Type Roof Special Girder Qty 1 Ply 2 20883_DREES_IGA487_NM Job Reference (optional) I41694783 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:10 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-by3lHzUFAIr4Lmr0N7WBsXWSCCTGo0xriyaJ4Wz5Odt Scale = 1:71.4 8 9 10 1 2 3 4 5 6 7 18 17 16 15 14 13 12 11 38 39 40 41 42 43 44 45 46 47 48 49 50 51 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 3x6 5x6 4x8 5x9 1.5x4 4x8 2x4 4x8 1.5x4 6x8 4x4 4x8 3x6 5x6 5x6 3x6 7-5-87-5-8 14-0-46-6-12 20-7-06-6-12 27-1-126-6-12 33-7-46-5-8 41-2-07-6-12 7-5-8 7-5-8 14-0-4 6-6-12 20-7-0 6-6-12 27-1-12 6-6-12 33-7-4 6-5-8 41-2-0 7-6-12 42-0-8 0-10-8 5-7-35-8-40-7-125-7-38.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-2-3], [9:0-0-0,0-1-0], [12:0-0-0,0-2-12], [13:0-4-0,0-1-4], [13:0-1-4,0-0-0], [16:0-2-9,0-2-0], [18:0-4-4,0-1-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.68 0.54 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.25 -0.44 0.09 (loc) 14 14-15 9 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 366 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-18: 2x4 SPF Stud WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-1 max.): 1-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)18=0-3-8, 9=0-3-8 Max Horz 18=-159(LC 8) Max Uplift 18=-1269(LC 6), 9=-1026(LC 11) Max Grav 18=2603(LC 1), 9=2756(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2461/1264, 8-9=-4000/1742, 1-2=-3101/1543, 2-4=-3101/1543, 4-5=-5216/2526, 5-7=-5216/2526, 7-8=-3194/1489 BOT CHORD 15-17=-2189/4668, 14-15=-2189/4668, 13-14=-2123/4730, 11-13=-2123/4730, 9-11=-1335/3227 WEBS 1-17=-1795/3760, 2-17=-634/439, 4-17=-2003/947, 4-15=-34/389, 4-14=-309/701, 5-14=-542/372, 7-14=-349/651, 7-13=-36/387, 7-11=-2036/1082, 8-11=-688/1678 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: 2x3 - 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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=1269, 9=1026. 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 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss AGR2 Truss Type Roof Special Girder Qty 1 Ply 2 20883_DREES_IGA487_NM Job Reference (optional) I41694783 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:10 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-by3lHzUFAIr4Lmr0N7WBsXWSCCTGo0xriyaJ4Wz5Odt NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 71 lb up at 0-1-12, 105 lb down and 121 lb up at 1-6-8, 105 lb down and 121 lb up at 3-6-8, 105 lb down and 121 lb up at 5-6-8, 105 lb down and 121 lb up at 7-6-8, 105 lb down and 121 lb up at 9-6-8, 105 lb down and 121 lb up at 11-6-8, 105 lb down and 121 lb up at 13-6-8, 105 lb down and 121 lb up at 15-6-8, 105 lb down and 121 lb up at 17-6-8, 105 lb down and 121 lb up at 19-6-8, 105 lb down and 121 lb up at 21-6-8, 105 lb down and 121 lb up at 23-6-8, 105 lb down and 121 lb up at 25-6-8, 105 lb down and 121 lb up at 27-6-8, 105 lb down and 121 lb up at 29-6-8, and 105 lb down and 121 lb up at 31-6-8, and 104 lb down and 128 lb up at 33-7-4 on top chord, and 52 lb down and 39 lb up at 1-6-8, 52 lb down and 39 lb up at 3-6-8, 52 lb down and 39 lb up at 5-6-8, 52 lb down and 39 lb up at 7-6-8, 52 lb down and 39 lb up at 9-6-8, 52 lb down and 39 lb up at 11-6-8, 52 lb down and 39 lb up at 13-6-8, 52 lb down and 39 lb up at 15-6-8, 52 lb down and 39 lb up at 17-6-8, 52 lb down and 39 lb up at 19-6-8, 52 lb down and 39 lb up at 21-6-8, 52 lb down and 39 lb up at 23-6-8, 52 lb down and 39 lb up at 25-6-8, 52 lb down and 39 lb up at 27-6-8, 52 lb down and 39 lb up at 29-6-8, 52 lb down and 39 lb up at 31-6-8, 52 lb down and 39 lb up at 33-6-8, 151 lb down and 81 lb up at 35-6-8, and 151 lb down and 62 lb up at 37-6-8, and 127 lb down and 61 lb up at 39-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-10=-60, 18-19=-20, 1-8=-60 Concentrated Loads (lb) Vert: 1=-13 16=-45(B) 17=-45(B) 2=-48(B) 11=-45(B) 6=-48(B) 8=-48(B) 12=-45(B) 22=-45(B) 23=-45(B) 24=-45(B) 25=-45(B) 26=-45(B) 27=-45(B) 28=-45(B) 29=-45(B) 30=-45(B) 31=-45(B) 32=-45(B) 33=-45(B) 34=-45(B) 35=-151(B) 36=-151(B) 37=-127(B) 38=-48(B) 39=-48(B) 40=-48(B) 41=-48(B) 42=-48(B) 43=-48(B) 44=-48(B) 45=-48(B) 46=-48(B) 47=-48(B) 48=-48(B) 49=-48(B) 50=-48(B) 51=-48(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss B01 Truss Type Hip Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694784 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:11 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-38d8VJVtxczxzvQDxq2QPk3dZclKXUL_xcJtczz5Ods Scale = 1:62.4 1 2 3 4 5 6 7 8 13 12 11 10 9 6x6 6x6 3x6 3x4 1.5x4 4x8 1.5x4 3x4 1.5x4 6x8 6x8 3x6 10-6-1210-6-12 18-1-07-6-4 25-7-47-6-4 36-2-010-6-12 5-5-2 5-5-2 10-6-12 5-1-10 18-1-0 7-6-4 25-7-4 7-6-4 30-8-14 5-1-10 36-2-0 5-5-2 37-0-8 0-10-8 0-7-127-6-27-8-40-7-127-6-28.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-3-7], [1:0-3-8,Edge], [7:0-2-2,0-3-7], [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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.64 0.81 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.51 0.12 0.06 (loc) 13-16 13-16 7 9-11 l/defl >999 >844 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 142 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-11,5-11: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-5-11 max.): 3-5. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=Mechanical, 7=0-3-8 Max Horz 1=-142(LC 6) Max Uplift 1=-50(LC 10), 7=-65(LC 11) Max Grav 1=1446(LC 1), 7=1500(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2130/302, 2-3=-1898/283, 3-4=-1869/335, 4-5=-1869/335, 5-6=-1896/282, 6-7=-2127/300 BOT CHORD 1-13=-155/1693, 11-13=-87/1523, 9-11=-54/1522, 7-9=-153/1688 WEBS 3-13=0/419, 3-11=-144/479, 4-11=-525/188, 5-11=-144/481, 5-9=0/417 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) 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) 1, 7. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss B02 Truss Type Hip Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694785 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:12 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-XKBWifWViv5oa3_PVYZfxybsS05oG028AG3Q9Pz5Odr Scale: 3/16"=1' 1 2 3 4 5 6 7 8 12 11 10 91920 5x6 5x6 6x10 6x6 1.5x4 3x4 6x10 6x6 1.5x4 6x8 6x8 6-11-26-11-2 13-6-126-7-10 22-7-49-0-8 29-2-146-7-10 36-2-06-11-2 6-11-2 6-11-2 13-6-12 6-7-10 18-1-0 4-6-4 22-7-4 4-6-4 29-2-14 6-7-10 36-2-0 6-11-2 37-0-8 0-10-8 0-7-129-6-29-8-40-7-129-6-28.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [1:0-2-2,0-3-7], [2:0-3-0,Edge], [6:0-3-0,Edge], [7:0-3-8,Edge], [7:0-2-2,0-3-7], [10:0-3-12,0-3-4], [11:0-3-12,0-3-4] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.44 0.79 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.56 0.12 0.05 (loc) 10-11 10-11 7 11 l/defl >999 >768 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 151 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-11,4-10: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-10-6 max.): 3-5. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-11, 4-11, 4-10, 6-10 REACTIONS. (size)1=Mechanical, 7=0-3-8 Max Horz 1=-181(LC 6) Max Uplift 1=-70(LC 10), 7=-86(LC 11) Max Grav 1=1446(LC 1), 7=1500(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2136/263, 2-3=-1716/284, 3-4=-1354/281, 4-5=-1353/280, 5-6=-1715/284, 6-7=-2132/261 BOT CHORD 1-12=-120/1681, 11-12=-121/1679, 10-11=-23/1417, 9-10=-113/1675, 7-9=-112/1677 WEBS 2-11=-430/174, 3-11=-34/583, 5-10=-34/582, 6-10=-426/173 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance at joint 1 = 12%, joint 7 = 12%, joint 1 = 12%, joint 7 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 1, 7. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss B03 Truss Type Piggyback Base Qty 4 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694786 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:13 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-?Xluw?X7TDDfCDZb3F4uU980dQUt?SQHPwozhrz5Odq Scale = 1:70.5 1 2 3 4 5 6 7 8 9 15 14 13 12 11 1022 3x6 6x6 5x6 3x6 3x6 3x4 1.5x4 3x4 4x8 3x4 1.5x4 4x8 8x8 3x6 7-3-27-3-2 14-9-67-6-3 21-4-106-7-4 28-10-147-6-3 36-2-07-3-3 7-3-2 7-3-2 14-9-6 7-6-3 21-4-10 6-7-4 28-10-14 7-6-3 36-2-0 7-3-3 37-0-8 0-10-8 0-7-1210-6-00-7-1210-6-08.00 12 Plate Offsets (X,Y)-- [1:0-5-2,0-2-0], [1:0-2-2,0-3-7], [4:0-3-0,0-2-3], [5:0-3-0,0-2-3], [8:0-1-11,0-3-11], [8:0-2-9,0-5-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.48 0.61 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.32 0.12 0.05 (loc) 12-13 13-15 8 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 146 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF Stud , Right: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-13, 4-12, 7-12 REACTIONS. (size)1=Mechanical, 8=0-3-8 Max Horz 1=-198(LC 6) Max Uplift 1=-77(LC 10), 8=-92(LC 11) Max Grav 1=1446(LC 1), 8=1500(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2138/259, 2-4=-1659/282, 4-5=-1270/288, 5-7=-1659/282, 7-8=-2134/257 BOT CHORD 1-15=-139/1682, 13-15=-139/1682, 12-13=0/1269, 10-12=-107/1678, 8-10=-107/1678 WEBS 2-15=0/277, 2-13=-516/184, 4-13=-18/537, 5-12=-3/496, 7-12=-514/184, 7-10=0/275 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) 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) 1, 8. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss BGR1 Truss Type Roof Special Girder Qty 1 Ply 2 20883_DREES_IGA487_NM Job Reference (optional) I41694787 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:18 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-MUYnzibGIlryI_SZrog3BDrs8RD5gai0YCWkM3z5Odl Scale = 1:62.6 1 2 3 4 5 6 7 89 17 16 15 14 13 12 11 10 21 22 23 24 25 26 2728 29 30 31 32 33 34 35 36 3738 39 40 41 42 43 44 45 46 47 48 49 4x8 6x6 3x6 4x8 6x8 1.5x4 4x8 2x4 4x8 1.5x4 2x4 4x4 4x8 5x6 4x8 5x6 2-5-82-5-8 9-0-46-6-12 15-7-06-6-12 22-1-126-6-12 28-7-46-5-8 36-2-07-6-12 2-5-8 2-5-8 9-0-4 6-6-12 15-7-0 6-6-12 22-1-12 6-6-12 28-7-4 6-5-8 36-2-0 7-6-12 37-0-8 0-10-8 5-7-35-8-40-7-125-7-38.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-3], [8:0-0-0,0-1-4] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.49 0.48 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.16 -0.29 0.07 (loc) 12-13 12-13 8 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 331 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-17: 2x4 SPF Stud WEDGE Right: 2x4 SP 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.): 1-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)17=Mechanical, 8=0-3-8 Max Horz 17=-159(LC 8) Max Uplift 17=-1123(LC 6), 8=-889(LC 11) Max Grav 17=2347(LC 1), 8=2437(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-2280/1112, 1-2=-1000/538, 2-3=-1000/538, 3-5=-3964/1927, 5-6=-3964/1927, 6-7=-2747/1275, 7-8=-3456/1481 BOT CHORD 15-16=-1429/3031, 13-15=-1429/3031, 12-13=-1724/3875, 10-12=-1724/3875, 8-10=-1118/2774 WEBS 1-16=-1167/2449, 2-16=-446/313, 3-16=-2595/1232, 3-15=-34/422, 3-13=-544/1192, 5-13=-535/368, 6-12=-32/383, 6-10=-1519/838, 7-10=-543/1378 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: 2x3 - 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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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) 17=1123, 8=889. 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 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss BGR1 Truss Type Roof Special Girder Qty 1 Ply 2 20883_DREES_IGA487_NM Job Reference (optional) I41694787 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:18 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-MUYnzibGIlryI_SZrog3BDrs8RD5gai0YCWkM3z5Odl NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 101 lb down and 114 lb up at 0-6-8, 105 lb down and 121 lb up at 2-6-8, 105 lb down and 121 lb up at 4-6-8, 105 lb down and 121 lb up at 6-6-8, 105 lb down and 121 lb up at 8-6-8, 105 lb down and 121 lb up at 10-6-8, 105 lb down and 121 lb up at 12-6-8, 105 lb down and 121 lb up at 14-6-8, 105 lb down and 121 lb up at 16-6-8, 105 lb down and 121 lb up at 18-6-8, 105 lb down and 121 lb up at 20-6-8, 105 lb down and 121 lb up at 22-6-8, 105 lb down and 121 lb up at 24-6-8, and 105 lb down and 121 lb up at 26-6-8, and 104 lb down and 128 lb up at 28-7-4 on top chord, and 56 lb down and 33 lb up at 0-6-8, 52 lb down and 39 lb up at 2-6-8, 52 lb down and 39 lb up at 4-6-8, 52 lb down and 39 lb up at 6-6-8, 52 lb down and 39 lb up at 8-6-8, 52 lb down and 39 lb up at 10-6-8, 52 lb down and 39 lb up at 12-6-8, 52 lb down and 39 lb up at 14-6-8, 52 lb down and 39 lb up at 16-6-8, 52 lb down and 39 lb up at 18-6-8, 52 lb down and 39 lb up at 20-6-8, 52 lb down and 39 lb up at 22-6-8, 52 lb down and 39 lb up at 24-6-8, 52 lb down and 39 lb up at 26-6-8, 52 lb down and 39 lb up at 28-6-8, 151 lb down and 81 lb up at 30-6-8, and 151 lb down and 62 lb up at 32-6-8, and 127 lb down and 61 lb up at 34-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-60, 7-9=-60, 17-18=-20 Concentrated Loads (lb) Vert: 16=-45(F) 2=-48(F) 10=-45(F) 7=-48(F) 21=-66(F) 22=-48(F) 23=-48(F) 24=-48(F) 25=-48(F) 26=-48(F) 27=-48(F) 28=-48(F) 29=-48(F) 30=-48(F) 31=-48(F) 32=-48(F) 33=-48(F) 34=-51(F) 35=-45(F) 36=-45(F) 37=-45(F) 38=-45(F) 39=-45(F) 40=-45(F) 41=-45(F) 42=-45(F) 43=-45(F) 44=-45(F) 45=-45(F) 46=-45(F) 47=-151(F) 48=-151(F) 49=-127(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss CGR1 Truss Type Hip Girder Qty 1 Ply 3 20883_DREES_IGA487_NM Job Reference (optional) I41694788 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:20 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-ItgXOOcWqN5fYIcxzDiXGexDIEuA8frJ0W?rRxz5Odj Scale = 1:38.4 1 2 3 4 5 6 7 8 9 13 12 11 10 22 23 24 25 26 27 28 5x9 3x4 5x6 5x6 6x6 3x4 2x4 4x8 6x6 3x4 2x4 4-4-24-4-2 6-2-11-9-15 6-11-150-9-14 8-9-141-9-15 13-2-04-4-2 4-4-2 4-4-2 6-2-1 1-9-15 6-11-15 0-9-14 8-9-14 1-9-15 13-2-0 4-4-2 14-0-8 0-10-8 0-11-125-3-146-6-36-7-40-11-126-6-312.00 12 8.40 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-9], [4:0-3-0,0-2-3], [5:0-3-0,0-2-3], [6:0-3-0,0-2-9], [8:0-1-5,0-1-13] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.39 0.57 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 0.03 0.04 (loc) 10-11 10-11 8 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 237 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF Stud -x 1-6-0, Right 2x4 SPF Stud -x 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 8=0-3-8 Max Horz 1=-120(LC 6) Max Uplift 1=-1132(LC 11), 8=-1275(LC 11) Max Grav 1=6001(LC 1), 8=3854(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-4971/1280, 3-4=-3825/1234, 4-5=-3149/1033, 5-6=-3761/1283, 6-8=-4529/1586 BOT CHORD 1-13=-893/3418, 12-13=-895/3379, 11-12=-1027/3081, 10-11=-1052/3064, 8-10=-1062/3082 WEBS 3-13=0/1845, 3-12=-610/0, 4-12=-375/1676, 5-12=0/453, 5-11=-690/1514, 6-11=-126/275, 6-10=-569/857 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x3 - 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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1132, 8=1275. 10) Following joints to be plated by qualified designer: Joint(s) 8, not plated. 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 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss CGR1 Truss Type Hip Girder Qty 1 Ply 3 20883_DREES_IGA487_NM Job Reference (optional) I41694788 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:20 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-ItgXOOcWqN5fYIcxzDiXGexDIEuA8frJ0W?rRxz5Odj NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 133 lb down and 156 lb up at 4-4-2, 125 lb down and 154 lb up at 5-7-8, 189 lb down and 234 lb up at 6-2-1, 189 lb down and 234 lb up at 6-11-15, and 125 lb down and 154 lb up at 7-6-8, and 133 lb down and 156 lb up at 8-9-14 on top chord, and 1432 lb down and 91 lb up at 0-4-12, 1426 lb down and 97 lb up at 2-4-12, 35 lb down and 46 lb up at 4-4-2, 1426 lb down and 90 lb up at 4-4-12, 53 lb down and 46 lb up at 5-7-8, 122 lb down and 69 lb up at 6-2-13, 1426 lb down and 70 lb up at 6-4-12, 122 lb down and 69 lb up at 6-11-3, 53 lb down and 46 lb up at 7-6-8, and 2327 lb down and 1143 lb up at 8-4-0, and 35 lb down and 46 lb up at 8-9-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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, 6-9=-60, 14-18=-20 Concentrated Loads (lb) Vert: 4=-139(F) 5=-139(F) 13=-1445(F=-19, B=-1426) 12=-116(F) 11=-116(F) 10=-19(F) 16=-1432(B) 22=-38(F) 23=-38(F) 24=-1426(B) 25=-44(F) 26=-1426(B) 27=-44(F) 28=-2327(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss D01 Truss Type Common Qty 2 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694789 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:21 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-m3Ewbkd9bgEW9SB8XxDmprTNxeI8t8sSEAkPzNz5Odi Scale = 1:43.5 1 2 3 4 5 8 7 6910 3x4 3x4 1.5x4 4x6 4x6 4x6 6-1-06-1-0 12-2-06-1-0 -0-10-8 0-10-8 6-1-0 6-1-0 12-2-0 6-1-0 13-0-8 0-10-8 0-11-127-0-120-11-1212.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-3-0,0-1-12], [6: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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.46 0.26 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 0.01 0.03 (loc) 6-7 6-7 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=-157(LC 8) Max Uplift 8=-33(LC 10), 6=-33(LC 11) Max Grav 8=557(LC 18), 6=557(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-529/90, 3-4=-529/90, 2-8=-491/145, 4-6=-491/145 BOT CHORD 7-8=-5/329, 6-7=-5/329 WEBS 3-7=0/310 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss DGE1 Truss Type GABLE Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694790 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:22 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-EFnIp4enM_MNnclK4ek?L30e92ibcZVcTqUyVqz5Odh Scale = 1:39.9 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x4 4x4 2x4 12-2-012-2-0 -0-10-8 0-10-8 6-1-0 6-1-0 12-2-0 6-1-0 13-0-8 0-10-8 0-11-127-0-120-11-1212.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.11 0.06 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 13 12 14 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x3 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 12-2-0. (lb) - Max Horz 24=-157(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 14, 20, 21, 22, 18, 17, 16 except 24=-127(LC 6), 23=-150(LC 10), 15=-142(LC 11) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 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 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 20, 21, 22, 18, 17, 16 except (jt=lb) 24=127, 23=150, 15=142. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss E01 Truss Type Common Qty 2 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694791 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:23 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-iSLg0QfP7IUEPlKWeMFEuGZosSxwL1RliUDV2Gz5Odg Scale = 1:30.4 1 2 3 4 5 6 7 8 15 16 4x4 5x9 4x4 1.5x4 1.5x4 4x4 8-1-08-1-0 16-2-08-1-0 -0-10-8 0-10-8 4-2-3 4-2-3 8-1-0 3-10-13 11-11-13 3-10-13 16-2-0 4-2-3 17-0-8 0-10-8 0-5-124-6-40-5-126.00 12 Plate Offsets (X,Y)-- [8:0-4-8,0-3-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.18 0.44 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.22 0.02 0.02 (loc) 8-11 8-11 6 8 l/defl >999 >880 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=59(LC 12) Max Uplift 2=-62(LC 12), 6=-62(LC 13) Max Grav 2=699(LC 1), 6=699(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1037/217, 3-4=-780/159, 4-5=-780/159, 5-6=-1037/217 BOT CHORD 2-8=-122/888, 6-8=-122/888 WEBS 4-8=-25/444, 5-8=-300/127, 3-8=-300/127 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss E02 Truss Type Roof Special Qty 4 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694792 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:24 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-Aev2Dlf1tbc51vviC3mTRU5m7rD74U5vw8z3aiz5Odf Scale = 1:30.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10 27 28 5x9 3x6 5x6 5x6 3x6 1.5x4 1.5x4 2x4 2x4 1.5x4 2-2-02-2-0 2-3-80-1-8 8-1-05-9-8 13-10-85-9-8 16-2-02-3-8 -0-10-8 0-10-8 2-3-8 2-3-8 8-1-0 5-9-8 13-10-8 5-9-8 16-2-0 2-3-8 17-0-8 0-10-8 0-6-24-6-40-6-21-0-06.00 12 *** Design Problems *** REVIEW REQUIRED Birdsmouth Heel Requires Review: 2, 4, 6, 8 This truss has birdsmouthed heels Plate Offsets (X,Y)-- [2:0-5-4,0-0-0], [4:0-1-2,0-3-0], [6:0-1-2,0-3-0], [8:0-5-4,0-0-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.97 0.69 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.50 0.39 0.14 (loc) 12-20 12-20 8 12-20 l/defl >984 >382 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-12: 2x4 SPF Stud WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-3-8, 8=0-3-8 Max Horz 2=59(LC 12) Max Uplift 2=-63(LC 12), 8=-63(LC 13) Max Grav 2=698(LC 1), 8=698(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-313/93, 4-5=-1123/182, 5-6=-1123/182, 7-8=-313/93 BOT CHORD 4-12=-52/1028, 6-12=-52/1028 WEBS 5-12=0/330 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss EGE1 Truss Type GABLE Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694793 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:25 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-eqTQR5gfevkye3UvmnIizhe9zFjVpzq29nic69z5Ode Scale = 1:30.4 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 4x4 3x4 4x6 3x4 16-2-016-2-0 -0-10-8 0-10-8 8-1-0 8-1-0 16-2-0 8-1-0 17-0-8 0-10-8 0-5-124-6-40-5-126.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.07 0.04 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 12 13 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 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 16-2-0. (lb) - Max Horz 2=59(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 21, 22, 17, 16, 15, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 18, 19, 20, 21, 22, 17, 16, 15, 14, 12 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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 20, 21, 22, 17, 16, 15, 14, 12. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss F01 Truss Type Monopitch Qty 4 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694794 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:26 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-711peRhHPDspGD35JUpxWvBIFf?qYKSBORS9ebz5Odd Scale = 1:21.5 1 2 3 4 6 5 7 11 12 4x4 3x4 3x4 3x4 1.5x4 2x4 5-3-25-3-2 10-0-04-8-14 -0-10-8 0-10-8 5-3-2 5-3-2 10-0-0 4-8-14 0-3-153-7-150-5-83-7-154.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.23 0.29 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 0.02 0.02 (loc) 6-10 6-10 11 6-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-3-8, 11=0-1-8 Max Horz 2=104(LC 8) Max Uplift 2=-62(LC 8), 11=-62(LC 12) Max Grav 2=465(LC 19), 11=423(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-753/105, 5-7=-46/292, 4-7=-46/292 BOT CHORD 2-6=-175/693, 5-6=-175/693 WEBS 3-5=-694/180, 4-11=-426/108 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 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 at joint(s) 11. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss F02 Truss Type Half Hip Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694795 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:27 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-bDbBsniwAW_guNeHtBKA26jJv3AaHrGLd5BjB1z5Odc Scale = 1:21.2 1 2 3 4 6 5 10 4x6 4x6 1.5x4 4x8 3x4 2x4 5-3-25-3-2 8-0-02-8-14 10-0-02-0-0 -0-10-8 0-10-8 8-0-0 8-0-0 10-0-0 2-0-0 0-3-152-11-150-5-82-11-154.00 12 Plate Offsets (X,Y)-- [2:0-3-2,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.88 0.97 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.43 0.01 0.10 (loc) 6-9 6-9 2 6-9 l/defl >543 >276 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 3-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-3-8, 10=0-1-8 Max Horz 2=93(LC 8) Max Uplift 2=-67(LC 8), 10=-56(LC 8) Max Grav 2=639(LC 28), 10=441(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-498/32, 4-5=-75/414 BOT CHORD 2-6=-66/387, 5-6=-66/373 WEBS 3-6=0/315, 3-5=-609/93, 4-10=-443/101 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 10 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 at joint(s) 10. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss F03 Truss Type Half Hip Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694796 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:28 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-3P9Z37iYxq6XVXDURvrPbKGa4ThM0HXUrlxGjTz5Odb Scale = 1:20.9 1 2 3 4 6 5 7 11 12 13 4x6 4x4 1.5x4 4x8 3x4 2x4 6-0-06-0-0 10-0-04-0-0 -0-10-8 0-10-8 6-0-0 6-0-0 10-0-0 4-0-0 0-3-152-3-150-5-82-3-154.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.46 0.29 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 0.01 0.02 (loc) 6-10 6-10 11 6-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-3-8, 11=0-1-8 Max Horz 2=67(LC 8) Max Uplift 2=-76(LC 8), 11=-47(LC 8) Max Grav 2=638(LC 28), 11=407(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-587/81, 5-7=-23/251, 4-7=-23/251 BOT CHORD 2-6=-92/473, 5-6=-89/480 WEBS 3-5=-485/82, 4-11=-416/89 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 11 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 at joint(s) 11. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss F04 Truss Type Half Hip Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694797 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:29 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-XcixHTjAi8EO7gog?cMe8Xpjqs?0leQe4PgqFwz5Oda Scale = 1:20.8 1 2 3 4 6 5 7 11 12 13 4x6 6x12 MT20HS 2x4 1.5x4 3x4 4-0-04-0-0 10-0-06-0-0 -0-10-8 0-10-8 4-0-0 4-0-0 10-0-0 6-0-0 0-3-151-7-150-5-81-7-154.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.59 0.33 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 0.02 0.01 (loc) 5-6 5-6 11 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 31 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-3-8, 11=0-1-8 Max Horz 2=47(LC 8) Max Uplift 2=-77(LC 8), 11=-45(LC 8) Max Grav 2=557(LC 28), 11=462(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-800/124, 3-4=-355/98 BOT CHORD 2-6=-123/740, 5-6=-119/748 WEBS 3-5=-477/31, 4-11=-546/107 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss F05 Truss Type Half Hip Girder Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694798 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:30 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-?oGJUpkoTRMFlqNsYKttglLwCGK8U6EnJ3QNnMz5OdZ Scale = 1:20.8 1 2 3 4 5 8 7 6 9 13 14 15 16 4x8 5x9 1.5x4 3x4 1.5x4 4x8 1.5x4 2-0-02-0-0 5-10-43-10-4 10-0-04-1-12 -0-10-8 0-10-8 2-0-0 2-0-0 5-10-4 3-10-4 10-0-0 4-1-12 0-3-150-11-150-5-80-11-154.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.49 0.40 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.15 0.01 0.03 (loc) 7 7-8 9 7 l/defl >999 >751 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-11 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 9=0-1-8 Max Horz 2=28(LC 11) Max Uplift 2=-77(LC 8), 9=-45(LC 8) Max Grav 2=506(LC 27), 9=528(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1021/162, 3-4=-1611/269, 4-5=-1611/269, 5-9=-470/98 BOT CHORD 2-8=-137/943, 7-8=-132/953, 6-7=-50/260 WEBS 4-7=-324/121, 3-7=-119/669, 5-7=-202/1375 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 9 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 at joint(s) 9. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 78 lb up at 2-0-0, 17 lb down and 32 lb up at 4-0-12, and 17 lb down and 32 lb up at 6-0-12, and 17 lb down and 32 lb up at 8-0-12 on top chord, and 16 lb down and 20 lb up at 2-0-0, 7 lb down and 8 lb up at 4-0-12, and 7 lb down and 8 lb up at 6-0-12, and 7 lb down and 8 lb up at 8-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss F05 Truss Type Half Hip Girder Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694798 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:30 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-?oGJUpkoTRMFlqNsYKttglLwCGK8U6EnJ3QNnMz5OdZ 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, 6-10=-20 Concentrated Loads (lb) Vert: 8=-16(B) 7=-7(B) 15=-7(B) 16=-7(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss FGE1 Truss Type Monopitch Supported Gable Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694799 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:31 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-T_qii9lQElU6M_x361P6Dyu98gkDDgsxXj9wKoz5OdY Scale = 1:11.1 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 1.5x4 1.5x4 2x4 -0-10-8 0-10-8 4-0-0 4-0-0 0-3-151-7-154.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.01 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=4-0-0, 2=4-0-0 Max Horz 2=48(LC 9) Max Uplift 4=-21(LC 12), 2=-47(LC 8) Max Grav 4=156(LC 19), 2=215(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss J01 Truss Type Jack-Open Qty 40 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694800 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:31 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-T_qii9lQElU6M_x361P6Dyu9KgiODgQxXj9wKoz5OdY Scale = 1:31.5 1 2 3 7 6 4 53x4 3x4 1.5x4 1.5x4 1-7-111-7-11 4-8-83-0-13 -0-10-8 0-10-8 4-8-8 4-8-8 0-11-125-8-45-1-135-8-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.21 0.27 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.06 0.05 (loc) 5-6 5-6 4 l/defl >987 >892 n/a L/d 240 240 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)7=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 7=154(LC 10) Max Uplift 4=-93(LC 10), 5=-19(LC 10) Max Grav 7=248(LC 1), 4=122(LC 18), 5=83(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss J01A Truss Type Jack-Open Qty 6 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694801 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:32 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-xBO4vVm2?3cz_8WFglwLlARKB42by7e4mNvUsFz5OdX Scale = 1:31.5 1 2 6 5 3 42x4 2x4 1.5x4 1.5x4 1-7-111-7-11 4-8-83-0-13 4-8-8 4-8-8 0-11-125-8-45-1-135-8-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.20 0.27 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.07 0.05 (loc) 4-5 4-5 3 l/defl >966 >809 n/a L/d 240 240 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=128(LC 10) Max Uplift 3=-93(LC 10), 4=-20(LC 10) Max Grav 6=180(LC 1), 3=124(LC 17), 4=84(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss J02 Truss Type Half Hip Qty 4 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694802 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:33 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-PNyS6qmgmMkpcI5RESRaINzVAUQrhavD?1e1Ohz5OdW Scale = 1:24.7 1 2 3 4 7 6 5 4x4 3x4 2x4 1.5x4 1.5x4 1.5x4 3-4-83-4-8 4-8-81-4-0 -0-10-8 0-10-8 3-4-8 3-4-8 4-8-8 1-4-0 0-11-124-4-412.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0], [4:Edge,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.19 0.14 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.04 -0.00 0.02 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=132(LC 7) Max Uplift 5=-61(LC 7), 7=-12(LC 10) Max Grav 5=171(LC 1), 7=247(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss J03 Truss Type Half Hip Qty 4 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694803 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:33 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-PNyS6qmgmMkpcI5RESRaINzUtUQwha9D?1e1Ohz5OdW Scale = 1:17.9 1 2 3 4 7 6 5 4x4 2x4 2x4 1.5x4 1.5x4 1.5x4 2-0-82-0-8 4-8-82-8-0 -0-10-8 0-10-8 2-0-8 2-0-8 4-8-8 2-8-0 0-11-123-0-412.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.20 0.14 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.00 0.02 (loc) 6 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=93(LC 7) Max Uplift 5=-42(LC 7), 7=-20(LC 10) Max Grav 5=171(LC 1), 7=247(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss J04 Truss Type Half Hip Girder Qty 4 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694804 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:34 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-uZWqKAnJXgsgDSgdn9yprbWgftnZQ14NEhObw7z5OdV Scale = 1:11.2 1 2 3 4 7 6 5 8 9 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-8-80-8-8 4-8-84-0-0 -0-10-8 0-10-8 0-8-8 0-8-8 4-8-8 4-0-0 0-11-121-8-412.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.14 0.11 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=53(LC 7) Max Uplift 5=-41(LC 7), 7=-50(LC 10) Max Grav 5=147(LC 22), 7=204(LC 39) 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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -0-10-8 to 4-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 128 lb up at 0-8-8, and 57 lb down and 128 lb up at 2-9-4 on top chord, and 16 lb down and 16 lb up at 0-9-4, and 13 lb down and 16 lb up at 2-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=40(F) 6=-2(F) 8=40(F) 9=-2(F) June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss J05 Truss Type Jack-Open Qty 4 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694805 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:35 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-Mm4CXWoxI__XrbFqLtT2No2pzH7X9UrWSL78Taz5OdU Scale = 1:10.9 1 2 5 3 42x4 2x4 1-1-11-0-8 -1-6-15 1-6-15 1-1-1 1-1-1 0-11-121-7-00-4-131-2-31-7-06.66 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.29 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.01 -0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-3, 3=Mechanical, 4=Mechanical Max Horz 5=34(LC 9) Max Uplift 5=-42(LC 12), 3=-112(LC 18), 4=-29(LC 18) Max Grav 5=350(LC 18), 3=8(LC 8), 4=11(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-303/115 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 3=112. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss J06 Truss Type Jack-Open Qty 8 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694806 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:36 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-qyeblspZ3H6OTlq0va_Hw0b16hTRux5gh?th?0z5OdT Scale = 1:11.4 1 2 3 43x6 1-6-121-6-12 -0-10-8 0-10-8 1-6-12 1-6-12 0-7-121-8-41-3-11-8-48.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-3-7] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.08 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.00 -0.00 (loc) 7 7 3 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 2=0-3-8 Max Horz 2=46(LC 10) Max Uplift 3=-68(LC 22), 4=-6(LC 10), 2=-10(LC 10) Max Grav 3=21(LC 39), 4=26(LC 3), 2=143(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 99 lb up at 1-6-10 on top chord, and 7 lb down and 14 lb up at 1-6-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 3=33(F) June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss J07 Truss Type Jack-Open Qty 2 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694807 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:37 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-I8BzyCpBqbFF4vPCTIVWSD89S5kAdOlpwfcFXSz5OdS Scale = 1:37.4 1 2 3 7 6 4 5 3x4 3x4 1.5x4 1.5x4 1-7-111-7-11 5-7-83-11-13 -0-10-8 0-10-8 5-7-8 5-7-8 0-11-126-7-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.30 0.37 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.10 -0.13 0.08 (loc) 5-6 5-6 4 l/defl >623 >516 n/a L/d 240 240 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)7=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 7=182(LC 10) Max Uplift 4=-196(LC 10), 5=-49(LC 10) Max Grav 7=284(LC 1), 4=217(LC 34), 5=158(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=196. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 133 lb down and 165 lb up at 5-6-12 on top chord, and 66 lb down and 42 lb up at 5-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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, 2-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 4=-65(B) 5=-59(B) June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss J08 Truss Type Jack-Open Girder Qty 2 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694808 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:37 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-I8BzyCpBqbFF4vPCTIVWSD87d5ihdOmpwfcFXSz5OdS Scale = 1:36.5 1 2 3 7 6 4 5 3x4 3x4 1.5x4 1.5x4 1-9-61-9-6 5-11-84-2-3 -0-11-5 0-11-5 2-11-12 2-11-12 5-11-8 2-11-12 0-11-106-5-65-11-46-5-611.03 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.41 0.47 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.13 -0.17 0.09 (loc) 5-6 5-6 4 l/defl >525 >415 n/a L/d 240 240 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-11, 4=Mechanical, 5=Mechanical Max Horz 7=178(LC 10) Max Uplift 4=-109(LC 10), 5=-17(LC 10) Max Grav 7=299(LC 1), 4=154(LC 34), 5=107(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=109. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 lb down and 78 lb up at 1-7-5 on top chord, and 9 lb down and 16 lb up at 1-7-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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, 2-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=3(F) June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss J09 Truss Type Jack-Open Qty 4 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694809 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:38 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-mKlLAYqpavN6i3_P0?1l?QgN3V9bMrbz8JMo3uz5OdR Scale = 1:14.6 1 2 5 3 41.5x4 2x4 1-4-11-4-1 -0-10-8 0-10-8 1-4-1 1-4-1 0-11-102-3-911.88 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.11 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=54(LC 10) Max Uplift 3=-32(LC 10), 4=-10(LC 10) Max Grav 5=170(LC 16), 3=24(LC 18), 4=20(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss J10 Truss Type Jack-Open Qty 2 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694810 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:39 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-EXJjNurRLCVzKDZbajY_YeDWeuQO5IK6Nz5McLz5OdQ Scale = 1:35.1 1 2 3 7 6 4 5 3x4 3x4 1.5x4 1.5x4 1-8-01-8-0 5-2-143-6-14 -0-10-8 0-10-8 5-2-14 5-2-14 0-11-106-1-145-7-86-1-1411.88 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.25 0.33 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.09 0.06 (loc) 5-6 5-6 4 l/defl >756 >640 n/a L/d 240 240 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)7=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 7=169(LC 10) Max Uplift 4=-104(LC 10), 5=-17(LC 10) Max Grav 7=269(LC 1), 4=138(LC 18), 5=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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=104. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss J11 Truss Type Diagonal Hip Girder Qty 2 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694811 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:40 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-ijt5aEs36WdqxN7n8Q3D4rmhzInOqlkFcdrv8nz5OdP Scale = 1:28.9 1 2 3 7 6 4 5 2x4 3x4 1.5x4 1.5x4 1-9-31-9-3 4-6-102-9-7 -0-11-7 0-11-7 4-6-10 4-6-10 0-11-125-2-00-6-24-7-145-2-011.03 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.21 0.28 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.05 0.04 (loc) 5-6 5-6 4 l/defl >999 >989 n/a L/d 240 240 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-9, 4=Mechanical, 5=Mechanical Max Horz 7=139(LC 10) Max Uplift 4=-81(LC 10), 5=-21(LC 10) Max Grav 7=246(LC 1), 4=113(LC 34), 5=80(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 118 lb down and 78 lb up at 1-7-3 on top chord, and 9 lb down and 16 lb up at 1-7-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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, 2-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=3(F) June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss J12 Truss Type Jack-Open Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694812 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:40 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-ijt5aEs36WdqxN7n8Q3D4rmi7Irxql4Fcdrv8nz5OdP Scale = 1:7.6 1 2 8 3 43x4 2-8-72-8-7 -1-2-14 1-2-14 2-8-7 2-8-7 0-3-150-11-92.83 12 Plate Offsets (X,Y)-- [2:0-4-3,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.14 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.00 0.00 (loc) 7 7 4 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-4-9, 4=Mechanical Max Horz 2=31(LC 8) Max Uplift 3=-16(LC 12), 2=-60(LC 8) Max Grav 3=58(LC 19), 2=206(LC 18), 4=43(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss J13 Truss Type Jack-Open Qty 4 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694813 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:41 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-AvRToZsitqlhZWi_i8aSd3IuwiBVZCKPrHaSgDz5OdO Scale = 1:7.8 1 2 3 42x4 2-0-02-0-0 -0-10-8 0-10-8 2-0-0 2-0-0 0-3-150-11-150-7-120-11-154.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.07 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.00 0.00 (loc) 7 7 4 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=32(LC 8) Max Uplift 3=-13(LC 12), 2=-41(LC 8) Max Grav 3=43(LC 1), 2=147(LC 18), 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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss J14 Truss Type Jack-Open Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694814 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:42 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-f6?s?vtKe7tYBgHAFr5h9Gr0C6VrIfaY3xK0Dgz5OdN Scale = 1:12.8 1 2 5 3 4 2x4 2x4 1-9-31-8-10 -1-6-15 1-6-15 1-9-3 1-9-3 0-11-121-11-81-6-111-11-86.66 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.29 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.01 -0.00 (loc) 4-5 4-5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-3, 3=Mechanical, 4=Mechanical Max Horz 5=44(LC 12) Max Uplift 5=-32(LC 12), 3=-48(LC 18), 4=-12(LC 18) Max Grav 5=297(LC 18), 3=13(LC 22), 4=26(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-253/100 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss J15 Truss Type Jack-Open Qty 3 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694815 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:43 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-7IZEDFuyPR?PoqsMpYcwiUOErWsp16qiIb3Zl6z5OdM Scale = 1:13.4 1 2 5 3 41.5x4 2x4 1-1-01-1-0 -0-10-8 0-10-8 1-1-0 1-1-0 0-11-122-0-121-6-52-0-1212.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.11 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=46(LC 10) Max Uplift 3=-32(LC 16), 4=-12(LC 10) Max Grav 5=177(LC 16), 3=14(LC 8), 4=17(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss JGE1 Truss Type GABLE Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694816 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:43 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-7IZEDFuyPR?PoqsMpYcwiUOCqWrI16FiIb3Zl6z5OdM Scale = 1:31.5 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 11 10 9 8 7 2x4 2x4 2x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 -0-10-8 0-10-8 4-8-8 4-8-8 0-11-125-8-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.24 0.07 0.04 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 90 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-8-8. (lb) - Max Horz 11=166(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 9 except 11=-117(LC 6), 10=-176(LC 7) Max Grav All reactions 250 lb or less at joint(s) 7, 8, 9, 10 except 11=257(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 9 except (jt=lb) 11=117, 10=176. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss JGE2 Truss Type Monopitch Supported Gable Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694817 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:45 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-3hg_exwCx2F6280lxzfOnvTaVJYQV0K_lvYgp_z5OdK Scale = 1:14.7 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 5 4 1.5x4 1.5x4 1.5x4 1.5x4 -0-10-8 0-10-8 1-4-0 1-4-0 0-11-122-3-1212.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.10 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 1 2 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=1-4-0, 4=1-4-0 Max Horz 5=66(LC 7) Max Uplift 5=-15(LC 6), 4=-44(LC 7) Max Grav 5=163(LC 16), 4=49(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss PB01 Truss Type GABLE Qty 2 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694818 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:46 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-XtEMrHwqiMNzfIbxUhAdK60jVjs8ETn8_ZIDMRz5OdJ Scale = 1:19.5 2 3 4 5 6 8 1 7 3x4 3x4 2x4 2x4 4x8 11-7-411-7-4 1-9-6 1-9-6 9-9-14 8-0-8 11-7-4 1-9-6 1-0-21-2-40-1-60-1-100-10-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [5:0-2-0,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.19 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: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-7-4. (lb) - Max Horz 1=-18(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=296(LC 1), 6=296(LC 1), 8=408(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-8=-294/149 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 8. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss PB02 Truss Type GABLE Qty 2 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694819 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:48 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-TGM7Gzy5EzdhvblKc6C5PX533XYdiNfRSsnKQJz5OdH Scale = 1:20.9 2 3 4 5 6 8 1 7 3x4 3x4 2x4 2x4 1.5x4 1.5x4 11-7-411-7-4 4-9-6 4-9-6 6-9-14 2-0-8 11-7-4 4-9-6 3-0-23-2-40-1-60-1-102-10-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [5:0-2-0,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.19 0.03 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: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-7-4. (lb) - Max Horz 1=-56(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 1=-219(LC 18), 7=-198(LC 19), 2=-167(LC 10), 6=-151(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=519(LC 18), 6=501(LC 19), 8=266(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-263/100, 5-6=-263/100 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 219 lb uplift at joint 1, 198 lb uplift at joint 7, 167 lb uplift at joint 2 and 151 lb uplift at joint 6. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss PB03 Truss Type GABLE Qty 13 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694820 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:49 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-xSwVTJzj?HlYWlKWApjKxleBwwsXRpQagWWtymz5OdG Scale = 1:24.3 2 3 4 6 1 5 4x4 2x4 2x4 1.5x4 11-7-411-7-4 5-9-10 5-9-10 11-7-4 5-9-10 3-10-70-1-60-1-108.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.33 0.21 0.06 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: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 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 11-7-4. (lb) - Max Horz 1=-71(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-326(LC 18), 5=-299(LC 19), 2=-263(LC 10), 4=-248(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 2=593(LC 18), 4=577(LC 1), 6=311(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 1, 299 lb uplift at joint 5, 263 lb uplift at joint 2 and 248 lb uplift at joint 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss PB04 Truss Type GABLE Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694821 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:50 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-QeUthezLmbtP8vuijXEZUyAMLKDHAEOkvAGRVCz5OdF Scale = 1:25.5 2 3 4 5 6 9 8 1 7 3x6 4x4 3x4 3x4 1.5x4 1.5x4 6x6 12-7-412-7-4 2-8-10 2-8-10 3-8-10 1-0-0 6-9-10 3-1-0 12-7-4 5-9-10 1-7-103-10-70-1-60-1-101-6-08.00 12 Plate Offsets (X,Y)-- [4:0-2-1,0-1-7] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.35 0.18 0.14 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: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-7-4. (lb) - Max Horz 1=-72(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 8, 9 except 7=-357(LC 19), 6=-228(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 9 except 6=520(LC 19), 8=555(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-88/252, 5-6=-105/256 WEBS 5-8=-445/174 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 8, 9 except (jt=lb) 7=357, 6=228. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss PB05 Truss Type GABLE Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694822 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:51 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-ur2Fu__zXu?Gm3TvHElo1AjYakYjvj1t8q?_1ez5OdE Scale: 1/2"=1' 2 3 4 5 6 8 1 7 3x4 3x4 3x4 3x4 1.5x4 1.5x4 12-7-412-7-4 5-8-10 5-8-10 6-10-10 1-2-0 12-7-4 5-8-10 3-7-103-9-120-1-60-1-103-6-08.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [5:0-2-0,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.32 0.23 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: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-7-4. (lb) - Max Horz 1=-68(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-373(LC 18), 7=-344(LC 19), 2=-242(LC 10), 6=-223(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=680(LC 18), 6=659(LC 19), 8=311(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 1, 344 lb uplift at joint 7, 242 lb uplift at joint 2 and 223 lb uplift at joint 6. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss PB06 Truss Type GABLE Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694823 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:52 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-M1be6K?bHC77OD25rxH1ZNGjs8uveAZ0NUlYZ4z5OdD Scale = 1:23.1 2 3 4 5 6 8 1 7 3x4 3x4 3x4 3x4 1.5x4 1.5x4 12-7-412-7-4 5-4-2 5-4-2 7-3-2 1-11-0 12-7-4 5-4-2 3-4-103-6-120-1-60-1-103-3-08.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [5:0-2-0,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.28 0.23 0.03 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: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-7-4. (lb) - Max Horz 1=-64(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 1=-338(LC 18), 7=-311(LC 19), 2=-228(LC 10), 6=-208(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=666(LC 18), 6=643(LC 19), 8=293(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-292/110, 5-6=-292/110 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 338 lb uplift at joint 1, 311 lb uplift at joint 7, 228 lb uplift at joint 2 and 208 lb uplift at joint 6. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss PB07 Truss Type GABLE Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694824 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:54 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-IPjOW01rppOrdWCTyMJVeoL4WxaL64lJqoEeezz5OdB Scale = 1:21.2 2 3 4 5 6 8 1 7 3x4 3x4 3x4 3x4 1.5x4 1.5x4 12-7-412-7-4 2-4-2 2-4-2 10-3-2 7-11-0 12-7-4 2-4-2 1-4-101-6-120-1-60-1-101-3-08.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [5:0-2-0,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.23 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: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-7-4. (lb) - Max Horz 1=25(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=349(LC 1), 6=349(LC 1), 8=418(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-279/113, 5-6=-279/113 WEBS 4-8=-292/141 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 8. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss PB08 Truss Type GABLE Qty 8 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694825 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:55 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-mcHmkM1Ua7WiFgngW4qkB0tHJLyOrXXT3SzCAPz5OdA Scale = 1:15.8 2 3 4 6 1 5 4x4 2x4 2x4 1.5x4 6-7-46-7-4 3-3-10 3-3-10 6-7-4 3-3-10 2-2-70-1-60-1-108.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.05 0.02 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: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 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 6-7-4. (lb) - Max Horz 1=39(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4, 6 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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 2, 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss PB09 Truss Type GABLE Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694826 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:56 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-Eor8xi26LReZsqMs4nLzkDQTelIga_icH6jlisz5Od9 Scale = 1:12.9 2 3 4 5 6 8 1 7 3x4 3x4 2x4 2x4 4x8 6-7-46-7-4 1-9-6 1-9-6 4-9-14 3-0-8 6-7-4 1-9-6 1-0-21-2-40-1-60-1-100-10-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [5:0-2-0,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.04 0.05 0.02 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: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-7-4. (lb) - Max Horz 1=18(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 8. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V01 Truss Type GABLE Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694827 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:58 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-BBzvMN4Mt2uG68WFBCORpeVnuZzG2rWvlQCsnkz5Od7 Scale = 1:75.8 Sheet BackFull Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 29 28 2726 25 24 23 22 21 20 41 39 40 3842 43 3x4 4x4 3x4 3x4 3x4 3x4 12-4-012-4-0 23-1-010-9-0 12-4-0 12-4-0 23-1-0 10-9-0 0-0-412-2-01-7-012.00 12 Plate Offsets (X,Y)-- [6:0-1-14,Edge], [20:Edge,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.11 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 20 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 351 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 10-30,12-27: 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 9-31, 13-26 JOINTS 1 Brace at Jt(s): 38, 39, 40, 41 REACTIONS.All bearings 23-1-0. (lb) - Max Horz 1=245(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 20, 30, 27, 31, 32, 33, 34, 35, 36, 37, 25, 24, 23, 22 except 1=-152(LC 8), 26=-104(LC 11), 21=-206(LC 11) Max Grav All reactions 250 lb or less at joint(s) 20, 1, 30, 27, 31, 32, 33, 34, 35, 36, 37, 26, 25, 24, 23, 22, 21, 28 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-298/262, 2-3=-265/239, 9-10=-250/300, 12-13=-250/284 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 30, 27, 31, 32, 33, 34, 35, 36, 37, 25, 24, 23, 22 except (jt=lb) 1=152, 26=104, 21=206. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V02 Truss Type Valley Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694828 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:17:59 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-fNWHaj4_eM07jI4RlvvgLs2y0yIxnHz2_4xPJAz5Od6 Scale = 1:67.5 1 2 3 4 5 6 7 13 12 11 10 9 814153x4 4x4 3x4 3x4 0-0-40-0-4 22-0-021-11-12 11-0-0 11-0-0 22-0-0 11-0-0 0-0-411-0-00-0-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.14 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 4-10: 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 4-10 REACTIONS.All bearings 21-11-8. (lb) - Max Horz 1=-206(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 12=-178(LC 10), 13=-144(LC 10), 9=-177(LC 11), 8=-145(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=379(LC 20), 12=494(LC 17), 13=341(LC 17), 9=493(LC 18), 8=341(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-253/170 WEBS 3-12=-291/228, 5-9=-290/227 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 12=178, 13=144, 9=177, 8=145. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V03 Truss Type Valley Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694829 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:18:00 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-7Z4fn35cPf8_LRfdJdQvu3b7iMevWlzCCkhzrdz5Od5 Scale = 1:56.3 1 2 3 4 5 6 7 12 11 10 9 83x4 4x4 3x4 0-0-40-0-4 19-4-019-3-12 9-8-0 9-8-0 19-4-0 9-8-0 0-0-49-8-00-0-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.16 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 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 4-10 REACTIONS.All bearings 19-3-8. (lb) - Max Horz 1=-180(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-180(LC 10), 12=-128(LC 10), 9=-180(LC 11), 8=-129(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=360(LC 20), 11=435(LC 17), 12=268(LC 17), 9=435(LC 18), 8=269(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-260/153 WEBS 3-11=-293/229, 5-9=-293/229 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=180, 12=128, 9=180, 8=129. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V04 Truss Type Valley Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694830 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:18:02 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-3yCQCl7txHOialp0Q2SOzUgT1AJQ_fOVg2A3wVz5Od3 Scale = 1:51.7 1 2 3 4 5 8 7 63x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-11-1215-11-12 7-11-14 7-11-14 15-11-12 7-11-14 0-4-28-4-00-4-212.00 12 Plate Offsets (X,Y)-- [1:0-2-7,Edge], [5:0-2-7,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.16 0.20 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: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 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 15-11-12. (lb) - Max Horz 1=154(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-198(LC 10), 6=-197(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=342(LC 20), 8=459(LC 17), 6=458(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-309/241, 4-6=-309/241 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=198, 6=197. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V05 Truss Type Valley Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694831 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:18:02 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-3yCQCl7txHOialp0Q2SOzUgTaAJZ_gPVg2A3wVz5Od3 Scale = 1:43.7 1 2 3 4 5 8 7 69103x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 13-11-1213-11-12 14-0-00-0-4 7-0-0 7-0-0 14-0-0 7-0-0 0-0-47-0-00-0-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.14 0.15 0.14 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: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 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 13-11-8. (lb) - Max Horz 1=129(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-166(LC 10), 6=-165(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=329(LC 20), 8=368(LC 17), 6=368(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-267/206, 4-6=-267/206 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=166, 6=165. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V06 Truss Type Valley Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694832 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:18:03 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-X8moP58ViaWZCvOC_lzdWiDboaeyj8KeuivdSyz5Od2 Scale = 1:35.8 1 2 3 4 5 8 7 62x4 3x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-40-0-4 11-4-011-3-12 5-8-0 5-8-0 11-4-0 5-8-0 0-0-45-8-00-0-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.37 0.20 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: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 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 11-3-8. (lb) - Max Horz 1=-105(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-178(LC 10), 6=-178(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=343(LC 17), 6=343(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-289/218, 4-6=-289/218 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=178, 6=178. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V07 Truss Type Valley Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694833 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:18:04 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-?LKAdR87TueQq3zOYTUs2vlkGz_USc2n7MfA_Oz5Od1 Scale = 1:28.7 1 2 3 43x6 3x4 3x6 1.5x4 7-11-127-11-12 3-11-14 3-11-14 7-11-12 3-11-14 0-4-24-4-00-4-212.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-15], [1:0-0-0,0-4-4], [1:0-2-8,Edge], [3:0-0-0,0-0-15], [3:0-0-0,0-2-5], [3:0-2-8,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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.51 0.25 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Left: 2x4 SPF Stud , Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-11-12, 3=7-11-12, 4=7-11-12 Max Horz 1=-79(LC 6) Max Uplift 1=-37(LC 11), 3=-34(LC 11) Max Grav 1=187(LC 1), 3=187(LC 1), 4=242(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V08 Truss Type Valley Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694834 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:18:05 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-TXuYqn9lECmHRDYb6A05b7IyANMaB3txM0OkXqz5Od0 Scale = 1:20.7 1 2 3 42x4 3x4 2x4 1.5x4 0-0-40-0-4 6-0-05-11-12 3-0-0 3-0-0 6-0-0 3-0-0 0-0-43-0-00-0-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.25 0.13 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: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 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. (size)1=5-11-8, 3=5-11-8, 4=5-11-8 Max Horz 1=53(LC 7) Max Uplift 1=-25(LC 11), 3=-25(LC 11) Max Grav 1=131(LC 1), 3=131(LC 1), 4=177(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V09 Truss Type Valley Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694835 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:18:06 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-yjSw27AN_Vu83M7nfuXK8KrAqnhGwWW4bg8H3Hz5Od? Scale = 1:11.1 1 2 3 2x4 2x4 2x4 0-0-40-0-4 3-4-03-3-12 1-8-0 1-8-0 3-4-0 1-8-0 0-0-41-8-00-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.16 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 = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-3-8, 3=3-3-8 Max Horz 1=-27(LC 6) Max Uplift 1=-5(LC 10), 3=-5(LC 11) Max Grav 1=113(LC 1), 3=113(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V10 Truss Type GABLE Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694836 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:18:07 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-Qw?JFSB?lp0?hWizDb2ZgYNIGB2_fvJEpKtqbjz5Od_ Scale = 1:75.1 Sheet Back Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 31 29 30 2832 33 4x4 2x4 3x4 5x6 12-2-012-2-0 19-1-86-11-8 12-2-0 12-2-0 19-1-8 6-11-8 0-0-412-2-05-2-812.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-3-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.07 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 310 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 8-21,10-19: 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 10-0-0 oc bracing. WEBS 1 Row at midpt 7-22, 11-18 JOINTS 1 Brace at Jt(s): 28, 29, 30, 31 REACTIONS.All bearings 19-1-8. (lb) - Max Horz 1=279(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 15, 19, 22, 23, 24, 25, 26, 27, 18, 17, 16 except 1=-155(LC 6), 21=-106(LC 9) Max Grav All reactions 250 lb or less at joint(s) 15, 1, 21, 19, 22, 23, 24, 25, 26, 27, 18, 17, 16, 20 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-327/287, 2-3=-291/246, 3-4=-273/245, 4-5=-258/241, 7-8=-287/330, 10-11=-287/330 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 19, 22, 23, 24, 25, 26, 27, 18, 17, 16 except (jt=lb) 1=155, 21=106. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V11 Truss Type Valley Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694837 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:18:08 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-u6ZhToBdW79sIgGAnIZoDlwUQbM6OLQN2_dO69z5Ocz Scale = 1:62.8 1 2 3 4 5 6 11 10 9 8 7123x4 4x4 17-9-817-9-8 10-10-0 10-10-0 17-9-8 6-11-8 0-0-410-10-03-10-812.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.14 0.29 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: 75 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9 REACTIONS.All bearings 17-9-4. (lb) - Max Horz 1=240(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 7, 9 except 1=-147(LC 6), 10=-178(LC 10), 11=-141(LC 10), 8=-167(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=490(LC 17), 10=492(LC 17), 11=330(LC 17), 8=460(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-289/268, 2-3=-260/237, 3-4=-262/279, 4-5=-259/277 WEBS 4-9=-302/163, 3-10=-292/227, 5-8=-266/215 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 9 except (jt=lb) 1=147, 10=178, 11=141, 8=167. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V12 Truss Type Valley Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694838 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:18:09 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-MI73g8CGHQHjwqrML041lzTdL_ik7pjXHeMxfbz5Ocy Scale = 1:58.7 1 2 3 4 5 9 8 7 63x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-2-816-2-8 9-3-0 9-3-0 16-2-8 6-11-8 0-3-09-6-02-6-812.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.30 0.18 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: 62 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 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 3-8 REACTIONS.All bearings 16-2-8. (lb) - Max Horz 1=200(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6, 8 except 1=-101(LC 6), 9=-229(LC 10), 7=-172(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=471(LC 20), 9=536(LC 17), 7=412(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/260, 3-4=-238/251 WEBS 3-8=-276/150, 2-9=-361/277, 4-7=-273/215 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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, 8 except (jt=lb) 1=101, 9=229, 7=172. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V13 Truss Type Valley Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694839 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:18:09 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-MI73g8CGHQHjwqrML041lzTfI_i27nmXHeMxfbz5Ocy Scale = 1:50.7 1 2 3 4 5 9 8 7 63x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-1-815-1-8 8-2-0 8-2-0 15-1-8 6-11-8 0-0-48-2-01-2-812.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.16 0.35 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: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 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.All bearings 15-1-4. (lb) - Max Horz 1=161(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 6 except 9=-190(LC 10), 7=-183(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=454(LC 20), 9=455(LC 17), 7=409(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-304/234, 4-7=-275/218 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6 except (jt=lb) 9=190, 7=183. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V14 Truss Type Valley Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694840 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:18:10 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-qUhRtUDu2kPZY_QYujbGIA?qaO2WsHVgVI6UB2z5Ocx Scale = 1:42.7 1 2 3 4 5 8 7 69103x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-40-0-4 13-8-013-7-12 6-10-0 6-10-0 13-8-0 6-10-0 0-0-46-10-00-0-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.14 0.14 0.13 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: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 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 13-7-8. (lb) - Max Horz 1=-125(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-163(LC 10), 6=-163(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=324(LC 20), 8=358(LC 17), 6=358(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-263/204, 4-6=-263/204 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=163, 6=163. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V15 Truss Type GABLE Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694841 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:18:11 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-IhFp5qEWp2XQ98?lSR6VrOYymoNrblOpkxr2jUz5Ocw Scale = 1:34.9 1 2 3 4 5 8 7 62x4 3x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 11-0-011-0-0 5-6-0 5-6-0 11-0-0 5-6-0 0-0-45-6-00-0-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.37 0.20 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: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 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 11-0-0. (lb) - Max Horz 1=-102(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-182(LC 10), 6=-182(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=349(LC 17), 6=349(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-296/224, 4-6=-296/224 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=182, 6=182. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V16 Truss Type Valley Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694842 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:18:12 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-mtpCIAE8aLfHnHax08ekNb55HCjMKD3zzbbbFwz5Ocv Scale = 1:27.7 1 2 3 42x4 3x4 2x4 1.5x4 7-11-127-11-12 3-11-14 3-11-14 7-11-12 3-11-14 0-2-24-2-00-2-212.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.51 0.25 0.06 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 = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 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. (size)1=7-11-12, 3=7-11-12, 4=7-11-12 Max Horz 1=76(LC 9) Max Uplift 1=-35(LC 11), 3=-34(LC 11) Max Grav 1=185(LC 1), 3=185(LC 1), 4=246(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V17 Truss Type Valley Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694843 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:18:12 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-mtpCIAE8aLfHnHax08ekNb59vClSKDezzbbbFwz5Ocv Scale = 1:19.8 1 2 3 4 2x4 3x4 2x4 1.5x4 5-7-125-7-12 5-8-00-0-4 2-10-0 2-10-0 5-8-0 2-10-0 0-0-42-10-00-0-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 0.11 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: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-7-8, 3=5-7-8, 4=5-7-8 Max Horz 1=-50(LC 6) Max Uplift 1=-23(LC 11), 3=-23(LC 11) Max Grav 1=123(LC 1), 3=123(LC 1), 4=166(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V18 Truss Type Valley Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694844 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:18:13 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-F3NaWWFmLfn8PR97as9zwpdNHc5V3gF6CFK9oNz5Ocu Scale = 1:10.3 1 2 3 2x4 2x4 2x4 0-0-40-0-4 3-0-02-11-12 1-6-0 1-6-0 3-0-0 1-6-0 0-0-41-6-00-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.04 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: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-11-8, 3=2-11-8 Max Horz 1=-24(LC 6) Max Uplift 1=-4(LC 11), 3=-4(LC 10) Max Grav 1=100(LC 1), 3=100(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V19 Truss Type Valley Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694845 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:18:14 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-jGwyjsGO6zv?0bkJ7ZgCS0AWs?Q6o79GQv4iKpz5Oct Scale = 1:13.9 1 2 3 4 2x4 3x4 2x4 1.5x4 0-0-60-0-6 5-6-145-6-8 2-9-7 2-9-7 5-6-14 2-9-7 0-0-41-10-50-0-48.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.18 0.10 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-6-2, 3=5-6-2, 4=5-6-2 Max Horz 1=-32(LC 8) Max Uplift 1=-17(LC 10), 3=-21(LC 11) Max Grav 1=104(LC 1), 3=104(LC 1), 4=181(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V20 Truss Type Valley Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694846 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:18:14 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-jGwyjsGO6zv?0bkJ7ZgCS0ATn?PAo5SGQv4iKpz5Oct Scale = 1:37.9 1 2 3 4 7 6 52x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 7-4-87-4-8 5-9-0 5-9-0 7-4-8 1-7-8 0-0-45-9-04-1-812.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.38 0.16 0.13 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: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 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.All bearings 7-4-4. (lb) - Max Horz 1=147(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-174(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=345(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-294/231 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=174. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V21 Truss Type Valley Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694847 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:18:15 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-BSUKxCH0tG1selJWhHBR?Eia4Pk7XZPPfZpFsFz5Ocs Scale = 1:29.3 1 2 3 5 42x4 3x4 1.5x4 1.5x4 1.5x4 6-0-86-0-8 4-5-0 4-5-0 6-0-8 1-7-8 0-0-44-5-02-9-812.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.60 0.24 0.09 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: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-0-4, 4=6-0-4, 5=6-0-4 Max Horz 1=107(LC 7) Max Uplift 1=-10(LC 6), 4=-45(LC 6), 5=-32(LC 7) Max Grav 1=171(LC 18), 4=65(LC 18), 5=287(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V22 Truss Type Valley Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694848 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:18:15 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-BSUKxCH0tG1selJWhHBR?EigdPmMXaFPfZpFsFz5Ocs Scale = 1:18.3 1 2 3 5 4 2x4 3x4 1.5x4 1.5x4 1.5x4 4-8-84-8-8 3-1-0 3-1-0 4-8-8 1-7-8 0-0-43-1-01-5-812.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.25 0.10 0.03 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: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-8-4, 4=4-8-4, 5=4-8-4 Max Horz 1=68(LC 7) Max Uplift 1=-14(LC 11), 4=-29(LC 11), 5=-16(LC 7) Max Grav 1=115(LC 18), 4=67(LC 18), 5=205(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 20883 Truss V23 Truss Type Valley Qty 1 Ply 1 20883_DREES_IGA487_NM Job Reference (optional) I41694849 8.330 s May 6 2020 MiTek Industries, Inc. Wed Jun 17 11:18:16 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fghTOTF3yfX_bYPk3JOti3z5RdP-fe2i8XIfea9jGvuiF_igXRFtCp5HG1?YuDZpOhz5Ocr Scale = 1:11.6 1 2 3 2x4 2x4 2x4 0-0-40-0-4 3-4-83-4-4 1-9-0 1-9-0 3-4-8 1-7-8 0-0-41-9-00-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 0.18 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 = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 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. (size)1=3-5-8, 3=3-5-8 Max Horz 1=-29(LC 6) Max Uplift 1=-5(LC 10), 3=-5(LC 10) Max Grav 1=120(LC 1), 3=120(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 17,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths