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HomeMy WebLinkAboutIGA535 Sebastian SEALS16023 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. January 22,2020 Liu, Xuegang Pages or sheets covered by this seal: I39992923 thru I39993175 My license renewal date for the state of Indiana is July 31, 2020. Sebastian_Master Sebastian_Master 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 Sebastian_Master Truss A1 Truss Type COMMON GIRDER Qty 3 Ply 3 Sebastian_Master Job Reference (optional) I39992923 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:47:13 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-eCfTMZrujdRAo7vfUZugU3DriAoaJxk3_92ToTzslsS Scale = 1:55.4 1 2 3 4 5 6 7 8 14 13 12 11 10 9212223 24 4x8 8x8 6x8 8x12 4x8 10x10 4x6 4x8 4x6 8x8 4x6 3x6 12x12 2-7-11 2-7-11 5-3-0 2-7-4 7-10-4 2-7-4 10-5-8 2-7-4 13-0-13 2-7-4 15-8-8 2-7-11 -1-0-0 1-0-0 2-7-11 2-7-11 5-3-0 2-7-4 7-10-4 2-7-4 10-5-8 2-7-4 13-0-13 2-7-4 15-8-8 2-7-11 0-11-128-10-00-11-1212.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-4], [2:0-2-13,0-0-7], [8:0-0-1,0-7-0], [8:0-2-13,0-0-7], [8:0-0-4,0-0-4], [9:0-5-0,0-2-0], [10:0-5-0,0-6-4], [11:0-6-4,0-4-0], [12:0-3-8,0-5-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.52 0.63 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.14 0.02 (loc) 10 10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 394 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 *Except* 8-13: 2x8 SP DSS WEBS 2x4 SPF Stud *Except* 5-11: 2x4 SPF No.2 WEDGE Left: 2x8 SP No.2 , Right: 2x12 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=7118/0-3-8, 8=10730/0-3-8 (req. 0-3-10) Max Horz 2=231(LC 5) Max Uplift 2=-2249(LC 8), 8=-1905(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7899/2553, 3-4=-8846/2959, 4-5=-7785/2320, 5-6=-7786/2318, 6-7=-9729/2256, 7-8=-10958/2102 BOT CHORD 2-14=-1825/5433, 13-14=-1825/5433, 12-13=-1825/5433, 12-21=-2043/6226, 11-21=-2043/6226, 11-22=-1493/6863, 10-22=-1493/6863, 10-23=-1422/7583, 9-23=-1422/7583, 9-24=-1422/7583, 8-24=-1422/7583 WEBS 5-11=-3166/10650, 6-11=-3275/128, 6-10=-0/4201, 7-10=-1121/0, 7-9=0/1699, 4-11=-1764/1338, 4-12=-1590/2198, 3-12=-563/1236, 3-14=-1674/600 NOTES- 1) N/A 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-4-0 oc, Except member 11-6 2x4 - 1 row at 0-9-0 oc, member 6-10 2x4 - 2 rows staggered at 0-5-0 oc, member 10-7 2x4 - 1 row at 0-9-0 oc, member 7-9 2x4 - 1 row at 0-9-0 oc, member 11-4 2x4 - 1 row at 0-9-0 oc , member 4-12 2x4 - 1 row at 0-9-0 oc, member 12-3 2x4 - 1 row at 0-9-0 oc, member 3-14 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) WARNING: Required bearing size at joint(s) 8 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2249 lb uplift at joint 2 and 1905 lb uplift at joint 8. Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FORLOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGERMANUFACTURER SPECIFICATIONS. January 22,2020 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 Sebastian_Master Truss A1 Truss Type COMMON GIRDER Qty 3 Ply 3 Sebastian_Master Job Reference (optional) I39992923 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:47:13 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-eCfTMZrujdRAo7vfUZugU3DriAoaJxk3_92ToTzslsS NOTES- 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5192 lb down and 3136 lb up at 6-2-14, 2912 lb down and 315 lb up at 8-2-1, 2773 lb down and 205 lb up at 10-2-1, and 2744 lb down and 184 lb up at 12-2-1, and 2744 lb down and 184 lb up at 14-2-1 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: 1-5=-70, 5-8=-70, 15-18=-20 Concentrated Loads (lb) Vert: 10=-2773(B) 21=-5192(B) 22=-2912(B) 23=-2744 24=-2744 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 Sebastian_Master Truss A1A Truss Type GABLE Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39992924 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:10 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-GYxb2QE?SVKdoP9tCDdg9exDW26Tz?CLG?6I9vzsnfp Scale = 1:55.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 2x4 3x4 4x4 2x4 3x4 15-8-815-8-8 -1-0-0 1-0-0 7-10-4 7-10-4 15-8-8 7-10-4 16-8-8 1-0-0 0-11-128-10-00-11-1212.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.11 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 15 14 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22 REACTIONS.All bearings 15-8-8. (lb) - Max Horz 28=-271(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-176(LC 6), 16=-133(LC 7), 27=-208(LC 10), 17=-195(LC 11) Max Grav All reactions 250 lb or less at joint(s) 16, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 except 28=267(LC 19), 22=300(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-147/342, 7-8=-175/398, 8-9=-175/398, 9-10=-147/342 WEBS 8-22=-467/164 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 3-6-6, Corner(3R) 3-6-6 to 12-2-2, Corner(3E) 12-2-2 to 16-8-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=176, 16=133, 27=208, 17=195. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A1B Truss Type Common Qty 9 Ply 1 Sebastian_Master Job Reference (optional) I39992925 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:11 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-klVzGmEdDpSUPZk3lx8vhsUGXSMOiPaVUfrriLzsnfo Scale = 1:55.1 1 2 3 4 7 6 5 8 9 4x6 5x6 3x4 3x4 4x8 5x9 7-10-47-10-4 15-8-87-10-4 -1-0-0 1-0-0 7-10-4 7-10-4 15-8-8 7-10-4 0-11-128-10-00-11-1212.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-5-4,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.72 0.45 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.01 (loc) 5-6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SP DSS BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7,4-5: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing. REACTIONS.(lb/size)7=776/0-3-8, 5=683/0-3-8 Max Horz 7=263(LC 9) Max Uplift 7=-94(LC 10), 5=-77(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-691/175, 3-4=-676/166, 2-7=-710/219, 4-5=-616/162 BOT CHORD 6-7=-545/702, 5-6=-247/356 WEBS 3-6=0/335, 2-6=-337/568, 4-6=-218/379 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Exterior(2R) 3-6-6 to 10-11-6, Exterior(2E) 10-11-6 to 15-5-12 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A1C Truss Type HALF HIP GIRDER Qty 1 Ply 3 Sebastian_Master Job Reference (optional) I39992926 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:47:54 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-y5dzzaLc3DcMCRXXOg7HfjQqXiknQS65P1U8kbzslrp Scale = 1:57.4 1 2 3 4 5 6 7 8 12 11 10 9 16 17 18 19 20 21 3x6 3x6 1.5x4 8x12 MT20HS5x9 4x6 3x6 12x12 5x6 12x12 6x6 4-3-44-3-4 7-10-103-7-7 11-6-13-7-7 15-8-84-2-7 -2-0-0 2-0-0 4-3-4 4-3-4 7-10-10 3-7-7 11-6-1 3-7-7 15-1-8 3-7-7 15-8-8 0-7-0 0-6-129-2-149-4-109-2-147.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-10], [5:0-1-8,0-1-8], [6:0-1-4,0-1-12], [7:0-3-0,Edge], [10:0-3-8,0-6-0], [11:0-6-0,0-6-4], [12:0-4-4,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.58 0.78 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.23 0.03 (loc) 11-12 11-12 9 l/defl >999 >815 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 346 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP DSS WEBS 2x4 SPF No.2 *Except* 3-12,3-11,5-10: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9 REACTIONS.(lb/size)9=11073/0-3-8 (req. 0-3-13), 2=8156/0-3-8 Max Horz 2=383(LC 9) Max Uplift 9=-1719(LC 10), 2=-1565(LC 10) Max Grav 9=11415(LC 28), 2=8427(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-15363/2816, 3-16=-15251/2835, 3-4=-12779/2240, 4-5=-12657/2252, 5-6=-6557/1033 BOT CHORD 2-12=-2559/13174, 12-18=-2559/13174, 11-18=-2559/13174, 11-19=-1994/10974, 10-19=-1994/10974, 10-20=-921/5588, 20-21=-921/5588, 9-21=-921/5588 WEBS 3-12=-626/2610, 3-11=-2702/716, 5-11=-1986/9707, 5-10=-8821/1875, 6-10=-1929/12053, 6-9=-10868/1803 NOTES- 1) N/A 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 5-11 2x4 - 2 rows staggered at 0-4-0 oc. 3) 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. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6) Unbalanced snow loads have been considered for this design. 7) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 8) Provide adequate drainage to prevent water ponding. 9) All plates are MT20 plates unless otherwise indicated. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) WARNING: Required bearing size at joint(s) 9 greater than input bearing size. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1719 lb uplift at joint 9 and 1565 lb uplift at joint 2. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) 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 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGERMANUFACTURER SPECIFICATIONS. January 22,2020 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 Sebastian_Master Truss A1C Truss Type HALF HIP GIRDER Qty 1 Ply 3 Sebastian_Master Job Reference (optional) I39992926 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:47:54 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-y5dzzaLc3DcMCRXXOg7HfjQqXiknQS65P1U8kbzslrp NOTES- 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 6982 lb down and 1720 lb up at 6-2-14, 2800 lb down and 409 lb up at 8-2-1, 2720 lb down and 349 lb up at 10-2-1, and 2626 lb down and 290 lb up at 12-2-1, and 2560 lb down and 228 lb up at 14-2-1 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=-70, 7-8=-70, 9-13=-20 Concentrated Loads (lb) Vert: 11=-2800(B) 18=-6982(B) 19=-2720(B) 20=-2626(B) 21=-2560(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 Sebastian_Master Truss A1D Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 3 Sebastian_Master Job Reference (optional) I39992927 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:49:42 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-ns9oeWeLePD1A1oIjM3c1UuE6EZ1kL_?FrerXKzslq7 Scale = 1:67.9 1 2 3 4 5 6 7 8 15 14 13 12 11 10 919202122 4x6 6x6 6x12 MT20HS 4x8 6x8 4x6 3x6 8x8 4x6 12x12 4x6 5x6 6x10 2x4 10x12 2-9-142-9-14 5-4-82-6-10 7-11-22-6-10 10-5-122-6-10 12-11-62-5-10 15-8-82-9-2 2-9-14 2-9-14 5-4-8 2-6-10 7-11-2 2-6-10 10-5-12 2-6-10 12-11-6 2-5-10 15-8-8 2-9-2 0-11-1211-5-812.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-14], [5:0-1-0,0-1-12], [6:0-7-8,0-3-0], [8:0-2-12,0-1-12], [9:Edge,0-3-8], [10:0-2-8,0-6-4], [11:0-2-8,0-2-0], [12:0-3-8,0-6-4], [13:0-3-8,0-6-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.78 0.91 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.20 0.02 (loc) 12 12-13 9 l/defl >999 >954 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 551 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF No.2 *Except* 8-9: 2x4 SPF 2100F 1.8E, 2-15,2-13,4-13,4-12: 2x4 SPF Stud WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9 REACTIONS.(lb/size)9=10558/0-3-8 (req. 0-4-2), 1=6898/0-3-8 Max Horz 1=448(LC 7) Max Uplift 9=-2240(LC 5), 1=-2210(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8302/2682, 2-3=-8877/2974, 3-4=-8847/2987, 4-5=-7390/2185, 5-6=-4676/1240, 6-7=-2255/616, 7-8=-2255/616, 8-9=-9576/2186 BOT CHORD 1-15=-2085/5636, 14-15=-2085/5636, 13-14=-2085/5636, 13-19=-2299/6277, 12-19=-2299/6277, 12-20=-1664/5153, 11-20=-1664/5153, 11-21=-974/3427, 10-21=-974/3427 WEBS 2-15=-1163/474, 2-13=-538/1087, 4-13=-2010/3321, 4-12=-2763/1669, 5-12=-2975/7469, 5-11=-5917/2499, 6-11=-2289/7991, 6-10=-5318/1619, 7-10=-168/294, 8-10=-2193/9593 NOTES- 1) N/A 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 5-12 2x4 - 1 row at 0-4-0 oc. 3) 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. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) WARNING: Required bearing size at joint(s) 9 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2240 lb uplift at joint 9 and 2210 lb uplift at joint 1. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FORLOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS. January 22,2020 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 Sebastian_Master Truss A1D Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 3 Sebastian_Master Job Reference (optional) I39992927 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:49:43 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-F3jArsf_PiLunBNUG3arZiRPsevGToE8TUOP3nzslq6 NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5192 lb down and 3136 lb up at 6-2-14, 2635 lb down and 242 lb up at 8-2-1, 2755 lb down and 280 lb up at 10-2-1, and 2737 lb down and 275 lb up at 12-2-1, and 2737 lb down and 275 lb up at 14-2-1 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: 1-6=-70, 6-8=-70, 9-16=-20 Concentrated Loads (lb) Vert: 12=-2635(B) 19=-5192(B) 20=-2755(B) 21=-2737(B) 22=-2737(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 Sebastian_Master Truss A1E Truss Type MONOPITCH GIRDER Qty 1 Ply 3 Sebastian_Master Job Reference (optional) I39992928 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:50:09 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-V3I?IlzHHhcCvAMUoX2ydBWwx7qOYWHzSXhnzGzslpi Scale = 1:54.7 1 2 3 4 5 6 7 11 10 9 8 15 16 17 18 19 3x6 1.5x4 8x12 MT20HS5x9 4x6 4x8 12x12 5x6 10x10 6x6 4-4-24-4-2 8-0-63-8-5 11-8-113-8-5 15-8-83-11-13 -1-0-0 1-0-0 4-4-2 4-4-2 8-0-6 3-8-5 11-8-11 3-8-5 15-8-8 3-11-13 0-6-129-8-117.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-2-14], [5:0-1-8,0-2-0], [6:0-1-4,0-2-0], [9:0-5-0,0-5-12], [10:0-3-8,0-6-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.72 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.21 0.03 (loc) 10-11 10-11 8 l/defl >999 >881 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 345 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP DSS WEBS 2x4 SPF No.2 *Except* 3-11,3-10,5-9: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8 REACTIONS.(lb/size)8=11243/0-3-8 (req. 0-3-14), 2=7515/0-3-8 Max Horz 2=389(LC 9) Max Uplift 8=-2085(LC 10), 2=-1494(LC 10) Max Grav 8=11420(LC 17), 2=7551(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-13937/2774, 3-4=-11455/2172, 4-5=-11414/2188, 5-15=-5828/1045, 6-15=-5704/1056 BOT CHORD 2-11=-2514/11950, 11-16=-2514/11950, 10-16=-2514/11950, 10-17=-1942/9859, 9-17=-1942/9859, 9-18=-945/5004, 18-19=-945/5004, 8-19=-945/5004 WEBS 3-11=-617/2554, 3-10=-2568/723, 5-10=-1840/8870, 5-9=-7942/1750, 6-9=-2105/11462, 6-8=-10292/1960 NOTES- 1) N/A 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 5-10 2x4 - 2 rows staggered at 0-4-0 oc. 3) 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. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6) Unbalanced snow loads have been considered for this design. 7) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) WARNING: Required bearing size at joint(s) 8 greater than input bearing size. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2085 lb uplift at joint 8 and 1494 lb uplift at joint 2. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FORLOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGERMANUFACTURER SPECIFICATIONS. January 22,2020 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 Sebastian_Master Truss A1E Truss Type MONOPITCH GIRDER Qty 1 Ply 3 Sebastian_Master Job Reference (optional) I39992928 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:50:09 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-V3I?IlzHHhcCvAMUoX2ydBWwx7qOYWHzSXhnzGzslpi NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 6309 lb down and 1568 lb up at 6-2-14, 2535 lb down and 389 lb up at 8-2-1, 2543 lb down and 388 lb up at 10-2-1, 2556 lb down and 385 lb up at 12-2-1, and 2563 lb down and 383 lb up at 14-2-1, and 781 lb down and 203 lb up at 14-3-9 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=-70, 8-12=-20 Concentrated Loads (lb) Vert: 10=-2535(B) 16=-6309(B) 17=-2543(B) 18=-2556(B) 19=-3344(F=-781, B=-2563) 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 Sebastian_Master Truss A1F Truss Type Half Hip Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992929 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:18 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-15Qdk9K0ZzKUlemPgvmYUKGVNGkxrS8X6F2jRRzsnfh Scale = 1:30.2 1 2 3 4 5 6 11 10 9 8 7 15 16 17 18 19 20 21 22 23 24 5x6 3x4 4x4 4x6 4x6 4x4 2x4 4x4 4x8 4x4 4-0-04-0-0 7-9-13-9-1 11-7-153-10-13 15-8-84-0-9 -2-0-0 2-0-0 4-0-0 4-0-0 7-9-1 3-9-1 11-7-15 3-10-13 15-8-8 4-0-9 0-6-122-9-02-10-122-9-07.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-6] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.52 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.10 0.03 (loc) 9 9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-2 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=1151/0-3-8, 2=1237/0-3-8 Max Horz 2=116(LC 9) Max Uplift 7=-234(LC 7), 2=-238(LC 10) Max Grav 7=1337(LC 27), 2=1426(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1835/308, 3-4=-1542/280, 4-5=-1723/298 BOT CHORD 2-11=-321/1569, 9-11=-433/2251, 8-9=-433/2251, 7-8=-328/1723 WEBS 3-11=-31/530, 4-11=-835/188, 4-8=-618/124, 5-8=0/432, 5-7=-1959/345 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=234, 2=238. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 146 lb down and 79 lb up at 4-0-0, 129 lb down and 71 lb up at 6-0-12, 129 lb down and 71 lb up at 8-0-12, 129 lb down and 71 lb up at 10-0-12, and 129 lb down and 71 lb up at 12-0-12, and 129 lb down and 71 lb up at 14-0-12 on top chord, and 106 lb down and 28 lb up at 4-0-12, 35 lb down and 12 lb up at 6-0-12, 35 lb down and 12 lb up at 8-0-12, 35 lb down and 12 lb up at 10-0-12, and 35 lb down and 12 lb up at 12-0-12, and 35 lb down and 12 lb up at 14-0-12 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 Continued on page 2 January 22,2020 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 Sebastian_Master Truss A1F Truss Type Half Hip Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992929 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:19 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-VH_?xVLeKGSLNoLcDcHn0Ypg7g4AavOgKvnG_tzsnfg LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-6=-70, 7-12=-20 Concentrated Loads (lb) Vert: 3=-117(F) 10=-31(F) 11=-106(F) 15=-94(F) 16=-94(F) 17=-94(F) 19=-94(F) 20=-94(F) 21=-31(F) 22=-31(F) 23=-31(F) 24=-31(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 Sebastian_Master Truss A1G Truss Type HALF HIP Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992930 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:20 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-_TYN9rLG5aaC?ywonJo0ZlMrl4OnJMyqZZXpWKzsnff Scale = 1:29.9 1 2 3 4 5 7 6 11 12 13 14 5x6 3x4 5x6 4x4 4x4 4x6 6-0-06-0-0 15-8-89-8-8 -2-0-0 2-0-0 6-0-0 6-0-0 10-8-8 4-8-8 15-8-8 5-0-0 0-6-123-11-04-0-123-11-07.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.57 0.69 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.50 0.02 (loc) 6-7 6-7 6 l/defl >757 >377 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-15 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=849/0-3-8, 6=691/0-3-8 Max Horz 2=167(LC 11) Max Uplift 2=-133(LC 12), 6=-138(LC 9) Max Grav 2=1096(LC 30), 6=987(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1066/142, 3-4=-875/171 BOT CHORD 2-7=-144/879, 6-7=-199/912 WEBS 4-7=-54/334, 4-6=-1086/219 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-6-6, Exterior(2R) 2-6-6 to 11-0-6, Exterior(2E) 11-0-6 to 15-6-12 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=133, 6=138. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A1H Truss Type Half Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992931 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:21 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-Sg5lMAMusui3c6V_L1KF5zuxAUil2yXzoDGN2mzsnfe Scale = 1:35.6 1 2 3 4 6 5 10 11 5x6 5x6 1.5x4 4x4 7x12 MT18HS 8-0-08-0-0 15-8-87-8-8 -2-0-0 2-0-0 8-0-0 8-0-0 15-8-8 7-8-8 0-6-125-1-05-2-125-1-07.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13], [3:0-8-8,0-2-0], [4:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.84 0.77 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.27 0.04 (loc) 6-9 6-9 2 l/defl >981 >688 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 64 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-4: 2x4 SP DSS BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS.(lb/size)2=849/0-3-8, 5=691/0-3-8 Max Horz 2=215(LC 11) Max Uplift 2=-146(LC 12), 5=-135(LC 9) Max Grav 2=1189(LC 30), 5=910(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1027/153, 4-5=-452/124 BOT CHORD 2-6=-146/694, 5-6=-149/687 WEBS 3-6=0/353, 3-5=-800/121 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-6-6, Exterior(2R) 2-6-6 to 11-0-6, Exterior(2E) 11-0-6 to 15-6-12 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) The Fabrication Tolerance at joint 3 = 16% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=146, 5=135. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A1J Truss Type Half Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992932 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:22 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-wsf8ZWNWdBqwEF4BvkrUeAR6wu4vnO270t0wbCzsnfd Scale = 1:37.4 1 2 3 4 5 7 6 11 12 13 5x6 1.5x4 5x6 1.5x4 4x8 4x6 10-0-010-0-0 15-8-85-8-8 -2-0-0 2-0-0 5-0-11 5-0-11 10-0-0 4-11-5 15-8-8 5-8-8 0-6-126-3-06-4-126-3-07.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-11], [2:0-0-13,0-5-6] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.84 0.58 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.32 0.02 (loc) 7-10 7-10 6 l/defl >999 >575 n/a L/d 240 180 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 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-14 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=691/0-3-8, 2=849/0-3-8 Max Horz 2=264(LC 11) Max Uplift 6=-130(LC 9), 2=-153(LC 12) Max Grav 6=812(LC 29), 2=1261(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1328/198, 3-4=-787/151, 4-5=-541/178, 5-6=-771/146 BOT CHORD 2-7=-184/1049 WEBS 3-7=-603/206, 5-7=-100/772 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-6-6, Interior(1) 2-6-6 to 3-7-1, Exterior(2R) 3-7-1 to 11-0-6, Exterior(2E) 11-0-6 to 15-6-12 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=130, 2=153. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A1K Truss Type Half Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992933 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:23 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-O2DWnsO8OVznsPfNSSMjAO_JhHUXWi6GFXlU7ezsnfc Scale = 1:44.0 1 2 3 4 5 6 9 8 7 13 14 15 3x4 5x6 4x6 1.5x4 4x4 4x4 6x6 3x6 6-0-116-0-11 12-0-05-11-5 15-8-83-8-8 -2-0-0 2-0-0 6-0-11 6-0-11 12-0-0 5-11-5 15-8-8 3-8-8 0-6-127-5-07-6-127-5-07.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.71 0.36 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.06 0.02 (loc) 9-12 9-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=849/0-3-8, 7=691/0-3-8 Max Horz 2=312(LC 11) Max Uplift 2=-153(LC 12), 7=-124(LC 9) Max Grav 2=1233(LC 30), 7=812(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1428/142, 3-5=-650/155 BOT CHORD 2-9=-168/1107, 8-9=-168/1107, 7-8=-108/377 WEBS 3-8=-857/214, 5-8=-67/569, 5-7=-846/138 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-6-6, Interior(1) 2-6-6 to 5-7-1, Exterior(2R) 5-7-1 to 12-0-0, Exterior(2E) 12-0-0 to 15-6-12 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=153, 7=124. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A1L Truss Type Half Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992934 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:25 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-KRLGCYPPw6DV5jplatOBGp3bg58W_lgZjrEaBXzsnfa Scale = 1:50.4 1 2 3 4 5 6 9 8 7 13 14 15 16 3x6 6x6 3x4 4x6 5x6 4x6 1.5x4 4x4 7-0-117-0-11 14-0-06-11-5 15-8-81-8-8 -2-0-0 2-0-0 7-0-11 7-0-11 14-0-0 6-11-5 15-8-8 1-8-8 0-6-128-7-08-8-128-7-07.00 12 Plate Offsets (X,Y)-- [2:0-5-6,0-0-13], [2:0-0-11,0-0-6], [6:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 1.00 0.46 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 0.02 (loc) 9-12 9-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-9: 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 3-8, 5-7 REACTIONS.(lb/size)7=691/0-3-8, 2=849/0-3-8 Max Horz 2=360(LC 11) Max Uplift 7=-160(LC 12), 2=-146(LC 12) Max Grav 7=951(LC 30), 2=1164(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1400/131, 3-5=-476/144 BOT CHORD 2-9=-166/1080, 8-9=-166/1080 WEBS 3-9=0/295, 3-8=-1034/258, 5-8=-103/645, 5-7=-1068/180 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-6-6, Interior(1) 2-6-6 to 7-7-1, Exterior(2R) 7-7-1 to 14-0-0, Exterior(2E) 14-0-0 to 15-6-12 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=160, 2=146. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A2 Truss Type HIP GIRDER Qty 2 Ply 2 Sebastian_Master Job Reference (optional) I39992935 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:51:38 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-OBAf_A26J2qa4sfbWj8pkyi9B?Jwvpv3wul_bczsloJ Scale = 1:46.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9171819202122232425 6x6 6x6 7x12 MT18HS 4x6 4x6 5x6 8x8 3x6 4x8 8x8 4x6 5x6 7x12 MT18HS 3-9-43-9-4 7-3-03-5-12 10-6-43-3-4 13-9-83-3-4 17-3-43-5-12 21-0-83-9-4 -1-0-0 1-0-0 3-9-4 3-9-4 7-3-0 3-5-12 10-6-4 3-3-4 13-9-8 3-3-4 17-3-4 3-5-12 21-0-8 3-9-4 0-11-128-0-108-2-120-11-128-0-1012.00 12 Plate Offsets (X,Y)-- [2:0-10-5,Edge], [4:0-3-4,0-2-0], [6:0-3-4,0-2-0], [8:0-10-5,Edge], [9:0-0-0,0-1-12], [12:0-4-0,0-4-8], [13:0-4-8,0-1-8], [14:0-4-0,0-4-8], [16:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.44 0.29 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.14 0.02 (loc) 13 13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 310 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 *Except* 3-15,3-14,7-12,7-10,2-15,8-10: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=4714/0-3-8, 9=5208/0-3-8 Max Horz 16=238(LC 7) Max Uplift 16=-1438(LC 8), 9=-1361(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5324/1654, 3-4=-5316/1670, 4-5=-3706/1233, 5-6=-3723/1061, 6-7=-5361/1428, 7-8=-5590/1443, 2-16=-4531/1411, 8-9=-4641/1200 BOT CHORD 16-17=-375/577, 15-17=-375/577, 15-18=-1252/3679, 18-19=-1252/3679, 14-19=-1252/3679, 14-20=-1210/4368, 20-21=-1210/4368, 21-22=-1210/4368, 13-22=-1210/4368, 13-23=-1210/4368, 12-23=-1210/4368, 11-12=-947/3879, 10-11=-947/3879, 10-24=-214/648, 24-25=-214/648, 9-25=-214/648 WEBS 3-15=-294/23, 4-14=-1093/3410, 5-14=-1630/261, 5-13=-616/2719, 5-12=-1587/686, 6-12=-922/3433, 7-12=-227/535, 7-10=-988/203, 2-15=-971/3215, 8-10=-808/3289 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1438 lb uplift at joint 16 and 1361 lb uplift at joint 9. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 January 22,2020 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 Sebastian_Master Truss A2 Truss Type HIP GIRDER Qty 2 Ply 2 Sebastian_Master Job Reference (optional) I39992935 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:51:38 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-OBAf_A26J2qa4sfbWj8pkyi9B?Jwvpv3wul_bczsloJ NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 324 lb down and 221 lb up at 3-3-12, 287 lb down and 153 lb up at 5-3-12, 589 lb down and 349 lb up at 6-2-14, 302 lb down and 263 lb up at 7-3-12, 720 lb down and 112 lb up at 8-2-1, 302 lb down and 263 lb up at 9-3-12, 954 lb down and 132 lb up at 10-2-1, 1194 lb down and 390 lb up at 10-5-12, 918 lb down and 122 lb up at 12-2-1, 918 lb down and 122 lb up at 14-2-1, 499 lb down and 416 lb up at 16-2-1, and 499 lb down and 416 lb up at 18-2-1, and 499 lb down and 416 lb up at 19-7-0 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: 1-2=-70, 2-4=-70, 4-6=-70, 6-8=-70, 9-16=-20 Concentrated Loads (lb) Vert: 11=-499(F) 14=-287 13=-1194(B) 12=-918(F) 17=-324(B) 18=-287 19=-589(F) 20=-720(F) 21=-287 22=-954(F) 23=-918(F) 24=-499(F) 25=-499(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 Sebastian_Master Truss A2A Truss Type COMMON GIRDER Qty 2 Ply 2 Sebastian_Master Job Reference (optional) I39992936 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:51:54 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-wG8iLeF9YyrI?JufS4RZNKMxzSkMf5KQbNdqAhzslo3 Scale = 1:57.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10181920212223 3x6 4x8 8x8 4x4 4x4 4x4 4x4 4x8 3-8-73-8-7 7-1-53-4-15 10-6-43-4-15 13-11-33-4-15 17-4-13-4-15 21-0-83-8-7 -1-0-0 1-0-0 3-8-7 3-8-7 7-1-5 3-4-15 10-6-4 3-4-15 13-11-3 3-4-15 17-4-1 3-4-15 21-0-8 3-8-7 0-11-1211-6-00-11-1212.00 12 Plate Offsets (X,Y)-- [10:Edge,0-2-0], [14:0-4-0,0-4-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.19 0.50 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.11 0.02 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 302 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 6-14,7-14,7-13,5-14,5-15: 2x4 SPF No.2, 2-17,9-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. REACTIONS.(lb/size)17=3272/0-3-8, 10=4264/0-3-8 Max Horz 17=332(LC 5) Max Uplift 17=-653(LC 8), 10=-923(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3585/752, 3-4=-3483/778, 4-5=-3691/859, 5-6=-3147/766, 6-7=-3146/765, 7-8=-4047/859, 8-9=-4406/939, 2-17=-3176/675, 9-10=-3734/775 BOT CHORD 16-17=-341/452, 16-18=-609/2463, 15-18=-609/2463, 15-19=-540/2549, 19-20=-540/2549, 14-20=-540/2549, 14-21=-455/2800, 13-21=-455/2800, 12-13=-597/3051, 11-12=-597/3051, 11-22=-173/558, 22-23=-173/558, 10-23=-173/558 WEBS 6-14=-968/4077, 7-14=-1542/520, 7-13=-431/1816, 8-13=-401/448, 8-11=-884/344, 5-14=-926/519, 5-15=-427/1001, 4-16=-415/67, 2-16=-413/2220, 9-11=-468/2554 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 653 lb uplift at joint 17 and 923 lb uplift at joint 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 589 lb down and 349 lb up at 6-2-14, 720 lb down and 112 lb up at 8-2-1, 954 lb down and 132 lb up at 10-2-1, 918 lb down and 122 lb up at 12-2-1, 918 lb down and 122 lb up at 14-2-1, 499 lb down and 416 lb up at 16-2-1, and 499 lb down and 416 lb up at 18-2-1, and 499 lb down and 416 lb up at 19-7-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 January 22,2020 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 Sebastian_Master Truss A2A Truss Type COMMON GIRDER Qty 2 Ply 2 Sebastian_Master Job Reference (optional) I39992936 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:51:54 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-wG8iLeF9YyrI?JufS4RZNKMxzSkMf5KQbNdqAhzslo3 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70, 2-6=-70, 6-9=-70, 10-17=-20 Concentrated Loads (lb) Vert: 12=-499(F) 13=-918(F) 18=-589(F) 19=-720(F) 20=-954(F) 21=-918(F) 22=-499(F) 23=-499(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 Sebastian_Master Truss A2B Truss Type Common Qty 4 Ply 1 Sebastian_Master Job Reference (optional) I39992937 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:01 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-HMWtlsr_RAlOPFZghR1ejOYvHcKSQzbs_RyUTRzsnf0 Scale = 1:68.2 1 2 3 4 5 6 7 8 9 13 12 11 10 3x6 4x4 3x6 3x8 MT18HS4x8 4x4 4x4 4x4 5x6 5x6 4x4 10-6-410-6-4 21-0-810-6-4 -1-0-0 1-0-0 5-4-14 5-4-14 10-6-4 5-1-6 15-7-10 5-1-6 21-0-8 5-4-14 22-0-8 1-0-0 0-11-1211-6-00-11-1212.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [8:0-2-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.32 0.87 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.45 0.02 (loc) 10-12 12-13 10 l/defl >999 >549 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 110 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=1014/0-3-8, 10=1014/0-3-8 Max Horz 13=-343(LC 8) Max Uplift 13=-118(LC 10), 10=-118(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-488/237, 3-5=-789/269, 5-7=-789/269, 7-8=-488/237, 2-13=-515/248, 8-10=-515/248 BOT CHORD 12-13=-140/723, 10-12=-26/613 WEBS 5-12=-216/605, 7-12=-297/306, 3-12=-297/305, 3-13=-582/67, 7-10=-581/67 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 5-11-14, Exterior(2R) 5-11-14 to 15-0-10, Interior(1) 15-0-10 to 17-6-2, Exterior(2E) 17-6-2 to 22-0-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=118, 10=118. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A2C Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992938 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:09 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-2v?vRbx?YdlFNUAD96BW24uImq99IcQ1qhvvk_zsneu Scale = 1:56.0 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 5x6 5x6 3x6 4x8 4x4 4x4 4x4 3x4 4x6 4x6 3x4 8-6-48-6-4 12-6-44-0-0 21-0-88-6-4 -1-0-0 1-0-0 4-4-14 4-4-14 8-6-4 4-1-6 12-6-4 4-0-0 16-7-10 4-1-6 21-0-8 4-4-14 22-0-8 1-0-0 0-11-129-3-149-6-00-11-129-3-1412.00 12 Plate Offsets (X,Y)-- [4:0-3-9,0-2-8], [5:0-3-9,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.22 0.50 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.26 0.02 (loc) 9-10 9-10 9 l/defl >999 >953 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=1014/0-3-8, 9=1014/0-3-8 Max Horz 13=287(LC 9) Max Uplift 13=-116(LC 10), 9=-116(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-365/161, 3-4=-852/277, 4-5=-525/260, 5-6=-852/277, 6-7=-366/161, 2-13=-411/184, 7-9=-411/184 BOT CHORD 12-13=-157/675, 10-12=-28/525, 9-10=-4/624 WEBS 4-12=-80/278, 5-10=-107/287, 3-13=-700/92, 6-9=-699/92 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Exterior(2R) 3-6-6 to 17-6-2, Exterior(2E) 17-6-2 to 22-0-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=116, 9=116. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A2D Truss Type HIP GIRDER Qty 1 Ply 2 Sebastian_Master Job Reference (optional) I39992939 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:52:17 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-lh1OAWWa70l1Gr84IPLzpApt9jd?YZlpuShYTrzslni Scale = 1:45.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10181920 5x6 5x6 8x8 4x6 4x6 4x4 4x8 2x4 4x8 4x8 4x6 4x4 8x8 3-4-23-4-2 6-4-123-0-10 10-6-44-1-8 14-7-124-1-8 17-8-63-0-10 21-0-83-4-2 -1-0-0 1-0-0 3-4-2 3-4-2 6-4-12 3-0-10 10-6-4 4-1-8 14-7-12 4-1-8 17-8-6 3-0-10 21-0-8 3-4-2 22-0-8 1-0-0 0-11-127-2-67-4-80-11-127-2-612.00 12 Plate Offsets (X,Y)-- [4:0-3-9,0-2-8], [6:0-3-9,0-2-8], [10:Edge,0-6-9], [10:0-1-12,0-0-0], [17:0-1-12,0-0-0], [17:Edge,0-6-9] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.13 0.29 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.06 0.01 (loc) 14-15 14-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 274 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-15,5-13,2-17,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)17=2308/0-3-8, 10=1821/0-3-8 Max Horz 17=-226(LC 6) Max Uplift 17=-827(LC 8), 10=-483(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2430/887, 3-4=-2298/918, 4-5=-1574/695, 5-6=-1321/499, 6-7=-1940/640, 7-8=-1920/532, 2-17=-2171/786, 8-10=-1744/489 BOT CHORD 17-18=-276/363, 16-18=-276/363, 16-19=-711/1650, 15-19=-711/1650, 15-20=-689/1941, 14-20=-689/1941, 13-14=-689/1941, 12-13=-305/1292, 11-12=-305/1292 WEBS 4-15=-565/1312, 5-15=-694/205, 5-14=-402/1254, 5-13=-1171/574, 6-13=-371/1063, 7-11=-271/113, 2-16=-494/1448, 8-11=-297/1146 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 827 lb uplift at joint 17 and 483 lb uplift at joint 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 247 lb down and 179 lb up at 2-5-8, 247 lb down and 130 lb up at 4-5-8, 263 lb down and 236 lb up at 6-5-8, and 263 lb down and 236 lb up at 8-5-8, and 1113 lb down and 355 lb up at 10-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 January 22,2020 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 Sebastian_Master Truss A2D Truss Type HIP GIRDER Qty 1 Ply 2 Sebastian_Master Job Reference (optional) I39992939 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:52:17 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-lh1OAWWa70l1Gr84IPLzpApt9jd?YZlpuShYTrzslni LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70, 2-4=-70, 4-6=-70, 6-8=-70, 8-9=-70, 10-17=-20 Concentrated Loads (lb) Vert: 15=-247(B) 14=-1113(B) 18=-247(B) 19=-247(B) 20=-247(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 Sebastian_Master Truss A2E Truss Type Common Qty 4 Ply 1 Sebastian_Master Job Reference (optional) I39992940 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:19 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-lqchX03HCi0qa0x8kDMsSBIxAsTde5NV7EKR4Pzsnek Scale = 1:68.2 1 2 3 4 5 6 7 11 10 9 8 12 3x6 4x4 4x4 3x8 MT18HS4x8 4x4 4x4 4x4 5x6 5x6 10-6-410-6-4 21-0-810-6-4 -1-0-0 1-0-0 5-4-14 5-4-14 10-6-4 5-1-6 15-7-10 5-1-6 21-0-8 5-4-14 0-11-1211-6-00-11-1212.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.88 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.46 0.02 (loc) 10-11 10-11 8 l/defl >999 >547 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 108 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11,7-8: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=1016/0-3-8, 8=932/0-3-8 Max Horz 11=333(LC 7) Max Uplift 11=-118(LC 10), 8=-102(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-483/234, 3-5=-793/269, 5-6=-794/270, 6-7=-439/165, 2-11=-511/246, 7-8=-399/164 BOT CHORD 10-11=-161/709, 8-10=-48/622 WEBS 5-10=-217/608, 6-10=-306/310, 3-10=-297/306, 3-11=-588/66, 6-8=-617/110 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 5-11-14, Exterior(2R) 5-11-14 to 15-0-10, Interior(1) 15-0-10 to 16-4-6, Exterior(2E) 16-4-6 to 20-10-12 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=118, 8=102. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A2F Truss Type HIP GIRDER Qty 1 Ply 2 Sebastian_Master Job Reference (optional) I39992941 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:52:46 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-OGHMFQtmIxOwEJsfV?MmUIWltPNIrYB4YTDa_gzslnF Scale = 1:36.2 1 2 3 4 5 6 7 8 14 13 12 11 10 9 21 22 23 24 25 26 27 28 2930 31 32 33 34 35 6x6 6x6 8x12 6x12 MT20HS 4x6 3x6 10x10 4x8 4x8 10x10 4x6 3x6 8x12 3-9-143-9-14 7-3-03-5-2 10-6-43-3-4 13-9-83-3-4 17-2-103-5-2 21-0-83-9-14 -1-0-0 1-0-0 3-9-14 3-9-14 7-3-0 3-5-2 10-6-4 3-3-4 13-9-8 3-3-4 17-2-10 3-5-2 21-0-8 3-9-14 0-6-124-7-124-9-80-6-124-7-127.00 12 Plate Offsets (X,Y)-- [2:1-0-8,0-2-0], [2:0-4-8,0-0-0], [4:0-2-12,0-2-0], [6:0-2-12,0-2-0], [8:1-0-8,0-2-0], [8:0-4-8,0-0-0], [10:0-5-0,0-6-0], [11:0-5-12,0-2-0], [13:0-5-0,0-6-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.58 0.90 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.24 0.06 (loc) 11 11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 262 lb FT = 20% GRIP 197/144 187/143 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except 2-0-0 oc purlins (4-3-13 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=5065/0-3-8, 8=5568/0-3-8 Max Horz 2=123(LC 68) Max Uplift 2=-1128(LC 10), 8=-1403(LC 11) Max Grav 2=5365(LC 31), 8=5815(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9118/1968, 3-21=-8633/1933, 4-21=-8511/1943, 4-5=-7328/1695, 5-6=-7439/1781, 6-22=-8628/2044, 7-22=-8764/2034, 7-8=-9714/2317 BOT CHORD 2-23=-1708/7797, 14-23=-1708/7797, 14-24=-1708/7797, 24-25=-1708/7797, 13-25=-1708/7797, 13-26=-1853/8297, 26-27=-1853/8297, 12-27=-1853/8297, 12-28=-1853/8297, 11-28=-1853/8297, 11-29=-1853/8297, 29-30=-1853/8297, 10-30=-1853/8297, 10-31=-1936/8320, 31-32=-1936/8320, 9-32=-1936/8320, 9-33=-1936/8320, 33-34=-1936/8320, 34-35=-1936/8320, 8-35=-1936/8320 WEBS 3-14=-7/284, 3-13=-483/147, 4-13=-900/3978, 5-13=-1632/468, 5-11=-394/1804, 5-10=-1460/332, 6-10=-950/4046, 7-10=-910/406, 7-9=-435/784 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) The Fabrication Tolerance at joint 2 = 4%, joint 8 = 4% 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1128 lb uplift at joint 2 and 1403 lb uplift at joint 8.Continued on page 2 January 22,2020 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 Sebastian_Master Truss A2F Truss Type HIP GIRDER Qty 1 Ply 2 Sebastian_Master Job Reference (optional) I39992941 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:52:47 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-sSrkSmuO3EWnsSRr2iu?1V2wdpiXa?RDn7y8X6zslnE NOTES- 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 486 lb down and 107 lb up at 3-3-12, 332 lb down and 85 lb up at 5-3-12, 926 lb down and 215 lb up at 6-2-14, 430 lb down and 141 lb up at 7-3-12, 650 lb down and 138 lb up at 8-2-1, 430 lb down and 141 lb up at 8-6-4, 695 lb down and 168 lb up at 10-2-1, 430 lb down and 141 lb up at 10-6-4, 787 lb down and 163 lb up at 12-2-1, 430 lb down and 141 lb up at 12-6-4, 430 lb down and 141 lb up at 13-8-12, 759 lb down and 172 lb up at 14-2-1, 332 lb down and 85 lb up at 15-8-12, 359 lb down and 340 lb up at 16-2-1, 486 lb down and 107 lb up at 17-8-12, and 390 lb down and 202 lb up at 18-2-1, and 318 lb down and 301 lb up at 19-7-0 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: 1-4=-70, 4-6=-70, 6-8=-70, 15-18=-20 Concentrated Loads (lb) Vert: 13=-430 11=-430 10=-1189(F=-759) 23=-486(B) 24=-332 25=-926(F) 26=-650(F) 27=-430 28=-695(F) 29=-787(F) 30=-430 31=-332 32=-359(F) 33=-486(B) 34=-390(F) 35=-318(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 Sebastian_Master Truss A3 Truss Type GABLE Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39992942 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:27 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-WM5iDl9IJ91iXFYgCuVkntdN?4OsWprhzUGsNxzsnec Scale = 1:36.3 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 3x4 4x4 3x4 10-6-010-6-0 -1-0-0 1-0-0 5-3-0 5-3-0 10-6-0 5-3-0 11-6-0 1-0-0 0-11-126-2-120-11-1212.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.24 0.08 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 11 10 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF 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 10-6-0. (lb) - Max Horz 20=200(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 12, 17, 18, 15, 14 except 20=-117(LC 6), 19=-142(LC 10), 13=-136(LC 11) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-105/270, 5-6=-151/361, 6-7=-151/361, 7-8=-105/270 WEBS 6-16=-417/128 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 3-6-6, Corner(3R) 3-6-6 to 6-11-10, Corner(3E) 6-11-10 to 11-6-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 17, 18, 15, 14 except (jt=lb) 20=117, 19=142, 13=136. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A3A Truss Type Common Qty 8 Ply 1 Sebastian_Master Job Reference (optional) I39992943 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:09 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-HRda16geQ3JkZimlgjGaTkNW10hvLsKsd0R5rVzsndy Scale = 1:39.9 1 2 3 6 5 4 7 8 4x6 4x6 4x6 1.5x4 1.5x4 4x8 5-3-05-3-0 10-6-05-3-0 5-3-0 5-3-0 10-6-0 5-3-0 0-11-126-2-120-11-1212.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-0-8], [3:0-3-4,0-0-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.32 0.20 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-6,3-4: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=459/0-3-8, 4=459/Mechanical Max Horz 6=-169(LC 6) Max Uplift 6=-53(LC 11), 4=-53(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-444/149, 2-3=-444/149, 1-6=-414/155, 3-4=-414/155 BOT CHORD 5-6=-209/282 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 5-9-14, Exterior(2E) 5-9-14 to 10-4-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A4 Truss Type Jack-Partial Girder Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39992944 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:11 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-EqlLSohuyhZSp?v7n7I2Z9SuMqKDpeX95KwBvOzsndw Scale: 1/4"=1' 1 2 3 6 5 478910 8x8 1.5x4 8x8 3x6 4x6 3-7-83-7-8 7-3-03-7-8 3-7-8 3-7-8 7-3-0 3-7-8 0-11-128-2-1212.00 12 Plate Offsets (X,Y)-- [5:0-3-8,0-4-8], [6:Edge,0-6-9], [6:0-1-12,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.21 0.40 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=1181/0-3-8, 4=1214/Mechanical Max Horz 6=285(LC 8) Max Uplift 6=-45(LC 4), 4=-370(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-746/4, 1-2=-819/52 BOT CHORD 5-6=-290/116, 4-5=-191/545 WEBS 1-5=-46/555, 2-5=-103/897, 2-4=-850/298 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 4=370. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 444 lb down and 69 lb up at 0-8-4, 439 lb down and 73 lb up at 2-8-4, and 439 lb down and 73 lb up at 4-8-4, and 445 lb down and 67 lb up at 6-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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=-70, 4-6=-20 Concentrated Loads (lb) Vert: 7=-444(B) 8=-439(B) 9=-439(B) 10=-445(B) January 22,2020 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 Sebastian_Master Truss A4A Truss Type Jack-Open Qty 4 Ply 1 Sebastian_Master Job Reference (optional) I39992945 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:45 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-ENoBaQ6Dx7sduEWgnGv1xKsh8XxXn6lAvd9?6QzsndO Scale: 1/4"=1' 1 2 3 4 6 5 3x4 4x4 1.5x4 1.5x4 3x4 7-3-07-3-0 -1-0-0 1-0-0 3-4-8 3-4-8 7-3-0 3-10-8 0-11-128-2-120-3-812.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.31 0.44 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.21 -0.00 (loc) 5-6 5-6 5 l/defl >766 >393 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=400/0-3-8, 5=307/0-1-8 Max Horz 6=325(LC 10) Max Uplift 5=-243(LC 10) Max Grav 6=400(LC 1), 5=353(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-320/3, 2-3=-266/21 WEBS 3-5=-238/336 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=243. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A4B Truss Type Jack-Open Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39992946 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:52 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-Xjjr2pBcIHkeEJY0hFXgjpfoPLF7wI?CWCLssWzsndH Scale = 1:37.2 1 2 3 4 7 6 54x6 4x4 5x6 1.5x4 1.5x4 1.5x4 5-3-05-3-0 7-3-02-0-0 -1-0-0 1-0-0 5-3-0 5-3-0 7-3-0 2-0-0 0-11-126-0-106-2-126-0-100-3-812.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [3:0-3-9,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.63 0.76 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.36 0.00 (loc) 6-7 6-7 5 l/defl >241 >231 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=400/0-3-8, 5=307/0-1-8 Max Horz 7=242(LC 10) Max Uplift 5=-133(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-288/53 WEBS 3-6=-163/270 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=133. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A4C Truss Type Jack-Open Girder Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39992947 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:54 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-T6rbTVDsqu_MTciOpfZ8oEkDt93YOArUzWqzwOzsndF Scale = 1:25.6 1 2 3 4 7 6 5 8 9 3x4 3x4 5x6 1.5x4 1.5x4 3x4 3-3-03-3-0 7-3-04-0-0 -1-0-0 1-0-0 3-3-0 3-3-0 7-3-0 4-0-0 0-11-124-0-104-2-124-0-1012.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.31 0.19 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=426/0-3-8, 5=344/Mechanical Max Horz 7=158(LC 8) Max Uplift 7=-127(LC 8), 5=-201(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-379/148, 2-3=-331/127 WEBS 3-5=-255/197 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=127, 5=201. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 98 lb down and 116 lb up at 3-3-0, and 106 lb down and 113 lb up at 5-3-12 on top chord, and 31 lb down and 31 lb up at 3-3-12, and 31 lb down and 31 lb up at 5-3-12 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: 1-2=-70, 2-3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 3=-19(F) 6=-13(F) 8=-19(F) 9=-13(F) January 22,2020 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 Sebastian_Master Truss A4D Truss Type Jack-Open Qty 5 Ply 1 Sebastian_Master Job Reference (optional) I39992948 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:56 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-PUzLuAE7MVE4iwrnw4bctfpPjzbYs4SnRqJ4?HzsndD Scale = 1:27.6 1 2 3 4 8 1.5x4 5x6 1.5x4 7-3-07-3-0 -1-0-0 1-0-0 7-3-0 7-3-0 0-6-124-9-80-3-87.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.93 0.80 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.38 0.05 (loc) 4-7 4-7 2 l/defl >368 >223 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=395/0-3-8, 4=315/0-1-8 Max Horz 2=197(LC 12) Max Uplift 2=-34(LC 12), 4=-121(LC 12) Max Grav 2=472(LC 19), 4=450(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-4=-334/160 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 4=121. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A4E Truss Type Jack-Open Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39992949 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:58 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-Mt56JsGNu7UnyE?92Ve4z4urjmLAK_?4u8oB39zsndB Scale = 1:21.8 1 2 3 4 6 5 1.5x4 4x6 1.5x4 5x6 3x4 5-3-05-3-0 7-3-02-0-0 -1-0-0 1-0-0 5-3-0 5-3-0 7-3-0 2-0-0 0-6-123-5-123-7-83-5-120-3-87.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13], [2:Edge,0-2-2] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.58 0.53 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.08 0.02 (loc) 6-9 6-9 2 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=395/0-3-8, 5=315/0-1-8 Max Horz 2=147(LC 12) Max Uplift 2=-56(LC 12), 5=-65(LC 12) Max Grav 2=605(LC 30), 5=352(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-403/22 WEBS 3-5=-421/133 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A4F Truss Type Half Hip Girder Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39992950 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:47:01 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-mSmExuIFA2tMphkkjeBnaiWM1_StXKpWa61rgUzsnd8 Scale = 1:15.8 1 2 3 4 6 5 10 11 1.5x4 3x4 2x4 4x4 5x6 3-3-03-3-0 7-3-04-0-0 -1-0-0 1-0-0 3-3-0 3-3-0 7-3-0 4-0-0 0-6-122-3-122-5-82-3-127.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.57 0.15 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=472/0-3-8, 5=431/Mechanical Max Horz 2=88(LC 9) Max Uplift 2=-90(LC 10), 5=-87(LC 7) Max Grav 2=621(LC 28), 5=506(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-593/72 BOT CHORD 2-6=-86/431, 5-6=-90/420 WEBS 3-5=-473/83 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) 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) 2, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 63 lb up at 3-3-0, and 100 lb down and 60 lb up at 5-3-12 on top chord, and 32 lb down at 3-3-12, and 32 lb down at 5-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 6=-32(B) 3=-65(B) 10=-65(B) 11=-32(B)January 22,2020 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 Sebastian_Master Truss A4G Truss Type Jack-Closed Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992951 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:47:02 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-EeKd9EJuxL?DQrJxHLi07w3b3NhiGgAgpmmOCxzsnd7 Scale = 1:27.8 1 2 3 5 4 9 10 11 4x4 1.5x4 4x8 3x6 4x6 3-6-73-6-7 7-3-03-8-9 3-6-7 3-6-7 7-3-0 3-8-9 0-6-124-9-87.00 12 Plate Offsets (X,Y)-- [5:0-4-12,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.30 0.62 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.04 0.01 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=1028/0-3-8, 4=1685/Mechanical Max Horz 1=176(LC 10) Max Uplift 1=-271(LC 10), 4=-418(LC 10) Max Grav 1=1105(LC 16), 4=1820(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1667/378 BOT CHORD 1-5=-453/1397, 4-5=-453/1397 WEBS 2-5=-365/1280, 2-4=-1647/534 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=271, 4=418. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 886 lb down and 405 lb up at 2-10-12, and 590 lb down and 91 lb up at 4-10-12, and 598 lb down and 83 lb up at 7-1-4 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=-70, 4-6=-20 Concentrated Loads (lb) Vert: 4=-598(B) 10=-886(B) 11=-590(B) January 22,2020 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 Sebastian_Master Truss A4H Truss Type Jack-Open Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39992952 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:47:03 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-iqu?MaKWif742?u7q2EFg7cdYn0m?FEp2QWylNzsnd6 Scale = 1:29.4 1 2 3 4 8 1.5x4 5x6 1.5x4 7-3-07-3-0 -2-0-0 2-0-0 7-3-0 7-3-0 0-6-124-9-80-3-87.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13], [2:Edge,0-2-2] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.89 0.70 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.34 0.04 (loc) 4-7 4-7 2 l/defl >420 >249 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=479/0-3-8, 4=300/0-1-8 Max Horz 2=218(LC 12) Max Uplift 2=-65(LC 12), 4=-114(LC 12) Max Grav 2=557(LC 19), 4=435(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-4=-327/152 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 4=114. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A4J Truss Type Jack-Open Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992953 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:47:05 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-eD0lnFLmEGNoHJ2WyTGjlYh2sbn?TA06Vk?2pGzsnd4 Scale = 1:24.3 1 2 3 4 6 5 1.5x4 5x6 1.5x4 5x6 3x4 5-3-05-3-0 7-3-02-0-0 -2-0-0 2-0-0 5-3-0 5-3-0 7-3-0 2-0-0 0-6-123-5-123-7-83-5-120-3-87.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13], [2:Edge,0-2-6] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.52 0.33 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.01 (loc) 6-9 6-9 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=479/0-3-8, 5=300/0-1-8 Max Horz 2=168(LC 12) Max Uplift 2=-88(LC 12), 5=-58(LC 12) Max Grav 2=751(LC 30), 5=327(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-378/5 WEBS 3-5=-369/99 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A4K Truss Type Jack-Open Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992954 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:47:08 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-3ohuPHNeXBlN8mm4dcpQMAJYToqCgW8YBiDiQazsnd1 Scale = 1:18.0 1 2 3 4 6 5 10 11 1.5x4 5x6 1.5x4 5x6 3x4 3-3-03-3-0 7-3-04-0-0 -2-0-0 2-0-0 3-3-0 3-3-0 7-3-0 4-0-0 0-6-122-3-122-5-82-3-120-3-87.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13], [2:Edge,0-2-6] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.56 0.23 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SPF Stud WEDGE Left: 2x4 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=520/0-3-8, 5=361/0-1-8 Max Horz 2=118(LC 10) Max Uplift 2=-112(LC 10), 5=-76(LC 7) Max Grav 2=729(LC 28), 5=451(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-444/48 BOT CHORD 2-6=-54/334, 5-6=-58/329 WEBS 3-5=-374/66 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=112. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 78 lb down and 54 lb up at 3-3-0, and 86 lb down and 51 lb up at 5-3-12 on top chord, and 26 lb down at 3-3-12, and 26 lb down at 5-3-12 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 January 22,2020 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 Sebastian_Master Truss A4K Truss Type Jack-Open Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992954 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:47:08 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-3ohuPHNeXBlN8mm4dcpQMAJYToqCgW8YBiDiQazsnd1 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 6=-6(F) 3=-45(F) 10=-45(F) 11=-6(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 Sebastian_Master Truss A5 Truss Type Jack-Open Qty 4 Ply 1 Sebastian_Master Job Reference (optional) I39992955 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:47:09 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-X_FGddOHIVtEmwLHBJKfvOslzC9mP?wiQMzGy1zsnd0 Scale = 1:24.3 1 2 5 3 4 4x4 3x4 3-3-03-3-0 -1-0-0 1-0-0 3-3-0 3-3-0 0-11-124-2-123-8-54-2-1212.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.45 0.27 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=232/0-3-8, 3=89/Mechanical, 4=33/Mechanical Max Horz 5=159(LC 10) Max Uplift 3=-108(LC 10), 4=-13(LC 10) Max Grav 5=232(LC 1), 3=108(LC 18), 4=58(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=108. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A5A Truss Type Jack-Open Qty 4 Ply 1 Sebastian_Master Job Reference (optional) I39992956 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:47:09 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-X_FGddOHIVtEmwLHBJKfvOspICBuP?wiQMzGy1zsnd0 Scale = 1:15.2 1 2 3 4 4x6 3-3-03-3-0 -1-0-0 1-0-0 3-3-0 3-3-0 0-6-122-5-82-0-92-5-87.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.17 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=89/Mechanical, 2=224/0-3-8, 4=43/Mechanical Max Horz 2=100(LC 12) Max Uplift 3=-55(LC 12), 2=-29(LC 12) Max Grav 3=135(LC 19), 2=329(LC 19), 4=57(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A5B Truss Type Jack-Open Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39992957 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:47:12 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-xZxPFfR9bQFodN4ssRuMX0UFbPD?cLg86KBwYMzsncz Scale = 1:17.5 1 2 3 4 5x6 3-3-03-3-0 -2-0-0 2-0-0 3-3-0 3-3-0 0-6-122-5-82-0-92-5-87.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-11], [2:0-0-13,0-5-6] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.49 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=74/Mechanical, 2=327/0-3-8, 4=25/Mechanical Max Horz 2=121(LC 12) Max Uplift 3=-47(LC 12), 2=-68(LC 12), 4=-8(LC 18) Max Grav 3=115(LC 19), 2=501(LC 19), 4=52(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A6 Truss Type Half Hip Girder Qty 4 Ply 2 Sebastian_Master Job Reference (optional) I39992958 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:47:32 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-MP8ySUgitZnz1Sci1eF2LEJgCTsmIAF4jR1_FBzsncf Scale = 1:99.4 1 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 32 33 34 35 36 37 3839 40 41 4243 44 45 46 47 4849 50 51 52 53 54 55 56 57 58 59 60 616263 64 65 66 67 68 69 707172 7374 75 76 77 78 79 80 5x6 4x6 3x4 8x12 MT20HS5x9 6x8 4x6 3x6 4x6 4x6 4x8 4x8 3x6 4x8 2x4 3x6 4x8 2x4 4x8 3x6 4x8 2x4 6x10 3x6 6x10 4x6 6x8 6x12 MT20HS 4-4-104-4-10 7-9-73-4-13 11-2-53-4-13 16-9-75-7-2 22-2-145-5-6 27-8-45-5-6 33-1-105-5-6 38-7-15-5-6 44-0-75-5-6 49-5-145-5-6 55-1-05-7-2 -1-0-0 1-0-0 4-4-10 4-4-10 7-9-7 3-4-13 11-2-5 3-4-13 16-9-7 5-7-2 22-2-14 5-5-6 27-8-4 5-5-6 33-1-10 5-5-6 38-7-1 5-5-6 44-0-7 5-5-6 49-5-14 5-5-6 55-1-0 5-7-2 0-6-126-11-07-1-16-11-07.00 12 Plate Offsets (X,Y)-- [2:0-10-14,0-2-3], [5:0-3-0,0-1-12], [16:Edge,0-5-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.51 0.87 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.57 -0.67 0.18 (loc) 23 23 16 l/defl >999 >980 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 845 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF Stud *Except* 6-27,6-24,9-24,9-21,11-21,11-18,14-18,14-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-8 max.): 5-15. BOT CHORD Rigid ceiling directly applied or 7-1-11 oc bracing. WEBS 1 Row at midpt 14-16 REACTIONS.(lb/size)16=4863/Mechanical, 2=4937/0-3-8 Max Horz 2=274(LC 7) Max Uplift 16=-3116(LC 7), 2=-2412(LC 10) Max Grav 16=5212(LC 27), 2=5127(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9118/4580, 3-4=-8592/4626, 4-5=-8119/4541, 5-6=-7042/3969, 6-7=-10602/6245, 7-9=-10602/6245, 9-10=-10485/6331, 10-11=-10485/6331, 11-13=-7030/4230, 13-14=-7030/4230, 15-16=-386/290 BOT CHORD 2-29=-4160/7785, 28-29=-4160/7785, 27-28=-4163/7394, 25-27=-5535/9373, 24-25=-5535/9373, 23-24=-6686/10973, 21-23=-6686/10973, 20-21=-5647/9177, 18-20=-5647/9177, 17-18=-2471/4034, 16-17=-2471/4034 WEBS 3-28=-661/80, 4-28=-244/879, 4-27=-907/203, 5-27=-1792/3362, 6-27=-3492/2254, 6-25=0/414, 6-24=-1328/1947, 7-24=-795/579, 9-24=-696/579, 9-23=-20/435, 9-21=-753/376, 10-21=-745/650, 11-21=-1224/2014, 11-20=-15/422, 11-18=-3306/2071, 13-18=-788/576, 14-18=-2819/4615, 14-17=-7/462, 14-16=-6188/3705 NOTES- 1) Special connection required to distribute top chord loads equally between all plies. 2) Special connection required to distribute bottom chord loads equally between all plies. 3) Special connection required to distribute web loads equally between all plies. 4) 2-ply truss to be connected together with 8d (0.131"x2.5") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 5) 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. 6) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 7) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 8) Unbalanced snow loads have been considered for this design. 9) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 10) Provide adequate drainage to prevent water ponding. 11) All plates are MT20 plates unless otherwise indicated. Continued on page 2 January 22,2020 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 Sebastian_Master Truss A6 Truss Type Half Hip Girder Qty 4 Ply 2 Sebastian_Master Job Reference (optional) I39992958 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:47:33 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-qciLfqhKetvqecBubMmHtSrrytC?1dVEx5nXoezsnce NOTES- 12) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 13) Refer to girder(s) for truss to truss connections. 14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=3116, 2=2412. 15) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 17) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 211 lb down and 121 lb up at 3-3-1, 165 lb down and 204 lb up at 11-2-5, 192 lb down and 201 lb up at 13-3-1, 192 lb down and 201 lb up at 15-3-1, 192 lb down and 201 lb up at 17-3-1, 192 lb down and 201 lb up at 19-3-1, 192 lb down and 201 lb up at 21-3-1, 192 lb down and 201 lb up at 23-3-1, 192 lb down and 201 lb up at 25-3-1, 192 lb down and 201 lb up at 27-3-1, 192 lb down and 201 lb up at 29-3-1, 192 lb down and 201 lb up at 31-3-1, 192 lb down and 201 lb up at 32-3-4, 192 lb down and 201 lb up at 34-3-4, 192 lb down and 201 lb up at 36-3-4, 192 lb down and 201 lb up at 38-3-4, 192 lb down and 201 lb up at 40-3-4, 192 lb down and 201 lb up at 42-3-4, 192 lb down and 201 lb up at 44-3-4, 192 lb down and 201 lb up at 46-3-4, 192 lb down and 201 lb up at 48-3-4, 192 lb down and 201 lb up at 50-3-4, and 192 lb down and 201 lb up at 52-3-4, and 193 lb down and 200 lb up at 54-3-4 on top chord, and 100 lb down at 3-3-1, 234 lb down and 84 lb up at 5-3-1, 234 lb down and 105 lb up at 7-3-1, 234 lb down and 162 lb up at 9-3-1, 79 lb down and 33 lb up at 11-3-1, 79 lb down and 33 lb up at 13-3-1, 79 lb down and 33 lb up at 15-3-1, 79 lb down and 33 lb up at 17-3-1, 79 lb down and 33 lb up at 19-3-1, 79 lb down and 33 lb up at 21-3-1, 79 lb down and 33 lb up at 23-3-1, 79 lb down and 33 lb up at 25-3-1, 79 lb down and 33 lb up at 27-3-1, 79 lb down and 33 lb up at 29-3-1, 79 lb down and 33 lb up at 31-3-1, 79 lb down and 33 lb up at 32-3-4, 79 lb down and 33 lb up at 34-3-4, 79 lb down and 33 lb up at 36-3-4, 79 lb down and 33 lb up at 38-3-4, 79 lb down and 33 lb up at 40-3-4, 79 lb down and 33 lb up at 42-3-4, 79 lb down and 33 lb up at 44-3-4, 79 lb down and 33 lb up at 46-3-4, 79 lb down and 33 lb up at 48-3-4, 79 lb down and 33 lb up at 50-3-4, and 79 lb down and 33 lb up at 52-3-4, and 86 lb down and 29 lb up at 54-3-4 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: 1-5=-70, 5-15=-70, 2-16=-20 Concentrated Loads (lb) Vert: 5=-127(F) 8=-127(F) 27=-39(F) 13=-127(F) 18=-39(F) 33=-161(F) 34=-127(F) 35=-127(F) 36=-127(F) 38=-127(F) 39=-127(F) 40=-127(F) 42=-127(F) 43=-127(F) 44=-127(F) 45=-127(F) 46=-127(F) 47=-127(F) 48=-127(F) 49=-127(F) 50=-127(F) 51=-127(F) 52=-127(F) 53=-127(F) 54=-127(F) 55=-139(F) 56=-100(F) 57=-234 58=-234 59=-234 60=-39(F) 61=-39(F) 62=-39(F) 63=-39(F) 64=-39(F) 65=-39(F) 66=-39(F) 67=-39(F) 68=-39(F) 69=-39(F) 70=-39(F) 71=-39(F) 72=-39(F) 73=-39(F) 74=-39(F) 75=-39(F) 76=-39(F) 77=-39(F) 78=-39(F) 79=-39(F) 80=-42(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 Sebastian_Master Truss A6A Truss Type Hip Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39992959 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:47:37 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-iNxrVCkri6PF7DUfqBrD2I0RFUimzQDpsillxPzsnca Scale = 1:103.2 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 25 26 27 2829 30 31 32 33 34 4x6 6x6 4x6 5x6 5x12 MT18HS 4x6 2x4 4x8 4x4 4x4 4x4 4x4 4x6 3x8 MT18HS6x8 6x6 4x6 6x6 5x12 MT18HS5x12 MT18HS 7-8-27-8-2 14-7-76-11-5 26-0-911-5-2 37-5-1211-5-2 48-10-1411-5-2 55-1-06-2-2 -1-0-0 1-0-0 7-8-2 7-8-2 14-7-7 6-11-5 23-2-5 8-6-14 31-9-3 8-6-14 40-4-0 8-6-14 48-10-14 8-6-14 55-1-0 6-2-2 0-6-128-11-09-1-25-5-148-11-07.00 12 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [12:0-2-12,0-2-0], [14:0-1-12,0-2-8], [20:0-4-7,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.87 0.37 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.56 0.17 (loc) 16-18 16-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 350 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 *Except* 6-19,10-14: 2x4 SPF 1650F 1.5E, 12-13: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-1 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 9-6-13 oc bracing. WEBS 1 Row at midpt 3-19, 6-19, 6-18, 8-16, 12-13 2 Rows at 1/3 pts 10-14 REACTIONS.(lb/size)2=2543/0-3-8, 13=2472/Mechanical Max Horz 2=313(LC 11) Max Uplift 2=-246(LC 12), 13=-295(LC 8) Max Grav 2=2587(LC 33), 13=2932(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4629/497, 3-5=-4349/547, 5-6=-3717/502, 6-8=-4987/663, 8-10=-4410/556, 10-11=-1976/302, 11-12=-2301/315, 12-13=-2895/317 BOT CHORD 2-21=-654/3940, 19-21=-654/3940, 18-19=-796/4951, 16-18=-794/4902, 14-16=-636/4085 WEBS 3-19=-1000/283, 5-19=-108/1546, 6-19=-1724/420, 6-18=-24/311, 8-18=0/310, 8-16=-879/245, 10-16=-66/1016, 10-14=-2942/505, 11-14=-28/537, 12-14=-306/2610 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 8-2-8, Exterior(2R) 8-2-8 to 21-0-6, Interior(1) 21-0-6 to 42-5-15, Exterior(2R) 42-5-15 to 50-4-14, Exterior(2E) 50-4-14 to 54-11-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=246, 13=295. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A6AA Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992960 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:47:42 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-3LlkYvozWe1YE_NddlQOlLjLBVLbejqZ0_TWcczsncV Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 30 31 32 33 34 35 36 37 38 39 40 41 42 5x6 2x4 4x8 4x8 2x4 2x4 6x8 4x4 6x8 6x8 2x4 5x6 7-4-7 7-4-7 14-7-7 7-3-1 22-4-15 7-9-8 30-2-7 7-9-8 37-11-15 7-9-8 38-0-4 0-0-5 40-5-9 2-5-5 47-8-9 7-3-1 55-1-0 7-4-7 -1-0-0 1-0-0 7-4-7 7-4-7 14-7-7 7-3-1 22-4-15 7-9-8 30-2-7 7-9-8 37-11-15 7-9-8 40-5-9 2-5-10 47-8-9 7-3-1 55-1-0 7-4-7 0-6-128-11-09-1-10-6-128-11-07.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-2-8], [19:0-1-8,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.60 0.59 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.22 0.06 (loc) 19-20 19-20 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 329 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except 2-0-0 oc purlins (4-5-4 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-22, 6-22, 6-19, 8-19, 10-15, 12-15 2 Rows at 1/3 pts 9-17 REACTIONS.(lb/size)2=1637/0-3-8, 17=2942/0-3-8 (req. 0-5-9), 13=449/Mechanical Max Horz 2=240(LC 11) Max Uplift 2=-217(LC 12), 17=-224(LC 8), 13=-154(LC 13) Max Grav 2=1868(LC 33), 17=3565(LC 32), 13=773(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2979/310, 3-5=-2253/301, 5-6=-1902/322, 6-8=-1210/240, 8-9=-1210/240, 9-10=-98/466, 10-12=-131/567, 12-13=-1041/240 BOT CHORD 2-23=-353/2457, 22-23=-353/2457, 20-22=-337/2100, 19-20=-337/2100, 17-19=-626/175, 15-17=-626/175, 14-15=-101/830, 13-14=-101/830 WEBS 3-23=0/290, 3-22=-1082/280, 5-22=0/552, 6-22=-301/550, 6-20=0/320, 6-19=-1314/165, 8-19=-888/236, 9-19=-350/2671, 9-17=-3275/309, 9-15=-120/1173, 10-15=-570/66, 12-15=-1196/283, 12-14=0/344 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 8-2-8, Exterior(2R) 8-2-8 to 21-0-6, Interior(1) 21-0-6 to 34-0-10, Exterior(2R) 34-0-10 to 46-10-8, Interior(1) 46-10-8 to 50-6-10, Exterior(2E) 50-6-10 to 55-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) WARNING: Required bearing size at joint(s) 17 greater than input bearing size. 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) 2=217, 17=224, 13=154. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 22,2020 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 Sebastian_Master Truss A6AB Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992961 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:47:47 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-QIYdbcs6LAfqKmFaPI0ZSPQErW8VJ_jI9GAHHqzsncQ Scale = 1:98.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 28 29 30 31 32 33 34 35 36 37 4x6 5x6 5x6 5x6 4x6 5x6 4x6 4x4 2x4 4x4 4x8 4x4 8x8 5x6 5x9 4x4 4x4 2x4 4x6 4x6 9-4-119-4-11 18-0-98-7-15 27-6-89-5-15 37-0-79-5-15 38-2-01-1-9 45-8-57-6-5 55-1-09-4-11 -1-0-0 1-0-0 6-6-1 6-6-1 12-3-5 5-9-4 18-0-9 5-9-4 24-4-8 6-3-15 30-8-8 6-3-15 37-0-7 6-3-15 42-9-11 5-9-4 48-6-15 5-9-4 55-1-0 6-6-1 0-6-1210-11-011-1-10-6-1210-11-07.00 12 Plate Offsets (X,Y)-- [2:0-6-6,0-0-6], [18:0-4-0,0-4-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.22 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.16 0.04 (loc) 19-21 19-21 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 361 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 *Except* 9-17: 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins, except 2-0-0 oc purlins (5-6-10 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 8-18, 11-17, 10-17 2 Rows at 1/3 pts 9-17 REACTIONS.(lb/size)2=1581/0-3-8, 17=3129/0-3-8, 14=317/Mechanical Max Horz 2=294(LC 11) Max Uplift 2=-230(LC 12), 17=-220(LC 13), 14=-109(LC 13) Max Grav 2=1796(LC 33), 17=3395(LC 33), 14=522(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2894/350, 3-5=-2614/352, 5-6=-1681/302, 6-8=-1419/309, 8-9=-1082/236, 9-10=0/818, 10-11=-17/1189, 11-13=-315/426, 13-14=-565/327 BOT CHORD 2-21=-395/2448, 19-21=-315/1875, 18-19=-282/1358, 17-18=-216/745, 15-17=-461/158, 14-15=-187/447 WEBS 3-21=-533/230, 5-21=-87/643, 5-19=-1056/296, 6-19=-16/371, 8-19=-130/848, 8-18=-987/196, 9-18=-64/1201, 9-17=-2343/312, 11-17=-1086/306, 11-15=-103/668, 13-15=-565/233, 10-17=-934/145 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 11-7-11, Exterior(2R) 11-7-11 to 24-4-8, Interior(1) 24-4-8 to 30-7-8, Exterior(2R) 30-7-8 to 43-5-5, Interior(1) 43-5-5 to 50-6-10, Exterior(2E) 50-6-10 to 55-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=230, 17=220, 14=109. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A6AC Truss Type Piggyback Base Qty 9 Ply 1 Sebastian_Master Job Reference (optional) I39992962 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:48:02 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-UByIkl1WpnYid3uToxn4ZZYlBZDVKlRVc5JZJSzsncB Scale = 1:97.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 33 34 35 36 37 38 39 40 8x8 6x8 6x10 6x8 3x4 3x4 3x6 4x4 4x4 6x8 2x4 2x4 6x8 2x4 5x9 4x4 4x4 3x6 5x6 5x9 2-7-82-7-8 6-1-33-5-11 9-6-133-5-11 13-0-83-5-11 18-9-35-8-11 25-2-36-5-0 31-7-46-5-0 38-0-46-5-0 44-9-36-8-15 49-9-55-0-3 55-1-05-3-11 -1-0-0 1-0-0 2-7-8 2-7-8 6-1-3 3-5-11 9-6-13 3-5-11 13-0-8 3-5-11 18-9-3 5-8-11 25-2-3 6-5-0 31-7-4 6-5-0 38-0-4 6-5-0 44-9-3 6-8-15 49-9-5 5-0-3 55-1-0 5-3-11 0-6-1211-6-15-5-141-0-011-6-17.00 12 5.14 12 Plate Offsets (X,Y)-- [5:0-3-0,Edge], [8:0-5-8,0-4-0], [13:0-5-4,0-3-0], [16:0-4-4,0-1-8], [26:0-2-4,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.44 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.28 0.13 (loc) 7 7 20 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 417 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-5: 2x4 SP DSS BOT CHORD 2x6 SP DSS *Except* 7-25: 2x4 SPF No.2, 22-25,16-19: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-23,11-20: 2x4 SPF 1650F 1.5E, 15-16: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-24, 8-23, 9-23, 12-20, 14-18 2 Rows at 1/3 pts 11-20, 13-20 REACTIONS.(lb/size)20=3685/0-3-8 (req. 0-4-6), 16=-79/Mechanical, 2=1408/0-3-8 Max Horz 2=381(LC 11) Max Uplift 20=-503(LC 9), 16=-396(LC 35), 2=-189(LC 12) Max Grav 20=4310(LC 32), 16=519(LC 37), 2=1613(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4982/750, 3-4=-3350/410, 4-6=-2658/311, 6-7=-2037/263, 7-8=-2128/413, 8-9=-824/242, 9-11=-824/242, 11-12=-207/1427, 12-13=-207/1427, 13-14=-216/767, 14-15=-268/430, 15-16=-473/437 BOT CHORD 28-29=-807/4216, 27-28=-455/2885, 26-27=-352/2227, 7-26=-623/235, 23-24=-222/1018, 21-23=-483/238, 20-21=-483/238, 18-20=-616/256, 17-18=-325/175, 2-29=-847/4381 WEBS 4-28=-73/551, 4-27=-836/220, 6-27=-84/585, 6-26=-874/193, 24-26=-205/886, 8-26=-382/1723, 8-23=-1114/213, 9-23=-829/214, 11-23=-222/1520, 11-20=-2420/349, 12-20=-881/223, 13-20=-1702/167, 13-18=-70/776, 14-18=-822/164, 14-17=-63/442, 15-17=-458/199, 3-29=-195/1121, 3-28=-1367/362 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 12-4-4, Exterior(2R) 12-4-4 to 25-2-3, Interior(1) 25-2-3 to 38-4-4, Exterior(2R) 38-4-4 to 50-4-14, Exterior(2E) 50-4-14 to 54-11-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) WARNING: Required bearing size at joint(s) 20 greater than input bearing size. 9) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 January 22,2020 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 Sebastian_Master Truss A6AC Truss Type Piggyback Base Qty 9 Ply 1 Sebastian_Master Job Reference (optional) I39992962 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:48:03 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-yNWhy528a5gZFDTfLfIJ5n5wxzZk3Cherl27ruzsncA NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=503, 16=396, 2=189. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Sebastian_Master Truss A6AD Truss Type Piggyback Base Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992963 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:48:08 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-ILJa?o6HOdJsL_Mc8CuUoqopi_JokTuO_1muX6zsnc5 Scale = 1:97.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 22 21 20 19 18 17 16 29 30 31 32 33 34 35 36 37 38 4x6 6x6 4x6 6x6 4x6 4x6 4x6 4x4 2x4 4x4 4x8 4x4 8x8 5x6 5x9 4x4 4x4 2x4 4x6 4x6 8-9-158-9-15 17-6-88-8-9 27-6-810-0-0 37-6-810-0-0 38-2-00-7-8 46-3-18-1-1 55-1-08-9-15 -2-0-0 2-0-0 5-11-1 5-11-1 11-8-13 5-9-11 17-6-8 5-9-11 24-2-8 6-8-0 30-10-8 6-8-0 37-6-8 6-8-0 43-4-3 5-9-11 49-1-15 5-9-11 55-1-0 5-11-1 57-1-0 2-0-0 0-6-1210-9-90-6-1210-9-97.00 12 Plate Offsets (X,Y)-- [19:0-4-0,0-4-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.53 0.20 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.16 0.04 (loc) 20-22 20-22 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 365 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 *Except* 9-18: 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins, except 2-0-0 oc purlins (5-5-7 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 7-19, 11-18, 10-18 2 Rows at 1/3 pts 9-18 REACTIONS.(lb/size)2=1651/0-3-8, 18=3127/0-3-8, 14=460/Mechanical Max Horz 2=-310(LC 10) Max Uplift 2=-254(LC 12), 18=-192(LC 13), 14=-171(LC 13) Max Grav 2=1862(LC 33), 18=3347(LC 32), 14=681(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2909/340, 3-5=-2611/334, 5-6=-1733/310, 6-7=-1459/317, 7-9=-1102/251, 9-10=0/856, 10-11=-10/1196, 11-13=-351/430, 13-14=-601/329 BOT CHORD 2-22=-369/2447, 20-22=-316/1889, 19-20=-283/1403, 18-19=-213/747, 16-18=-453/163, 14-16=-180/480 WEBS 3-22=-499/213, 5-22=-59/581, 5-20=-1056/293, 6-20=-12/389, 7-20=-118/833, 7-19=-979/187, 9-19=-54/1190, 9-18=-2418/324, 11-18=-1045/296, 11-16=-69/605, 13-16=-531/215, 10-18=-944/134 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-6-6, Interior(1) 2-6-6 to 11-1-9, Exterior(2R) 11-1-9 to 24-2-8, Interior(1) 24-2-8 to 30-10-8, Exterior(2R) 30-10-8 to 43-11-7, Interior(1) 43-11-7 to 52-6-10, Exterior(2E) 52-6-10 to 57-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=254, 18=192, 14=171. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A6AE Truss Type HALF HIP GIRDER Qty 1 Ply 2 Sebastian_Master Job Reference (optional) I39992964 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:53:12 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-eGrBiJB4BwgEMIrf0SqsYnbBBuHxxGbvXWWzu9zslmr Scale = 1:97.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 31 32 33 34 35 36 37 38 39 40 41 4243 44 45 46 47 48 49 50 51 52 6x6 4x6 3x4 5x6 5x9 6x12 MT20HS 4x6 3x6 6x8 4x8 3x6 5x9 2x4 5x9 3x6 2x4 8x16 4x8 8x12 2x4 5x9 3x6 4x8 4x6 4x6 6x8 6x8 3-6-93-6-9 6-1-62-6-13 12-5-156-4-9 18-10-86-4-9 25-3-16-4-9 31-7-116-4-9 38-0-46-4-9 43-7-55-7-1 49-2-75-7-1 55-1-05-10-9 -2-0-0 2-0-0 3-6-9 3-6-9 6-1-6 2-6-13 12-5-15 6-4-9 18-10-8 6-4-9 25-3-1 6-4-9 31-7-11 6-4-9 38-0-4 6-4-9 43-7-5 5-7-1 49-2-7 5-7-1 55-1-0 5-10-9 0-6-123-11-134-1-93-11-137.00 12 Plate Offsets (X,Y)-- [11:0-5-4,0-4-0], [18:0-4-0,0-2-4], [20:0-5-8,0-2-0], [21:0-8-0,0-4-4], [27:0-2-0,0-4-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.52 0.80 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.40 -0.57 0.06 (loc) 24-26 24-26 20 l/defl >999 >797 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 738 lb FT = 20% GRIP 197/144 187/143 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP DSS *Except* 16-19,19-22: 2x8 SP No.2 WEBS 2x4 SPF Stud *Except* 6-24,9-24,9-21,11-21: 2x4 SPF 1650F 1.5E 11-18,14-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-8 max.): 4-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-9-0 oc bracing: 20-21 5-8-14 oc bracing: 18-20. WEBS 1 Row at midpt 6-27 REACTIONS.(lb/size)16=630/Mechanical, 2=4039/0-3-8, 20=9505/0-3-8 (req. 0-5-15) Max Horz 2=163(LC 7) Max Uplift 16=-192(LC 6), 2=-851(LC 7), 20=-2527(LC 7) Max Grav 16=911(LC 27), 2=4149(LC 27), 20=10099(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7427/1570, 3-4=-7805/1696, 4-5=-6766/1485, 5-6=-6766/1485, 6-31=-10905/2610, 7-31=-10905/2610, 7-8=-10905/2610, 8-9=-10905/2610, 9-10=-1408/427, 10-11=-1408/427, 11-12=-700/2709, 12-32=-700/2709, 13-32=-700/2709, 13-14=-700/2709, 15-16=-291/76 BOT CHORD 2-28=-1448/6347, 28-33=-1448/6347, 27-33=-1448/6347, 27-34=-2534/10812, 34-35=-2534/10812, 35-36=-2534/10812, 26-36=-2534/10812, 26-37=-2534/10812, 25-37=-2534/10812, 25-38=-2534/10812, 24-38=-2534/10812, 24-39=-1999/7769, 39-40=-1999/7769, 40-41=-1999/7769, 23-41=-1999/7769, 23-42=-1999/7769, 42-43=-1999/7769, 22-43=-1999/7769, 21-22=-1999/7769, 21-44=-7552/1826, 44-45=-7552/1826, 20-45=-7552/1826, 19-20=-7552/1826, 19-46=-7552/1826, 46-47=-7552/1826, 18-47=-7552/1826, 18-48=-85/341, 48-49=-85/341, 17-49=-85/341, 17-50=-85/341, 50-51=-85/341, 51-52=-85/341, 16-52=-85/341 WEBS 3-28=-343/111, 3-27=-267/728, 4-27=-681/3233, 6-27=-4578/1179, 6-26=-246/1260, 6-24=-239/359, 7-24=-558/195, 9-24=-763/3565, 9-23=-285/1337, 9-21=-7360/1789, 10-21=-355/218, 11-21=-2532/10059, 11-20=-8401/2149, 11-18=-1365/5765, 13-18=-464/180, 14-18=-3512/837, 14-17=-272/1261, 14-16=-355/59 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. Continued on page 2 January 22,2020 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 Sebastian_Master Truss A6AE Truss Type HALF HIP GIRDER Qty 1 Ply 2 Sebastian_Master Job Reference (optional) I39992964 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:53:12 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-eGrBiJB4BwgEMIrf0SqsYnbBBuHxxGbvXWWzu9zslmr NOTES- 6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) WARNING: Required bearing size at joint(s) 20 greater than input bearing size. 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 16, 851 lb uplift at joint 2 and 2527 lb uplift at joint 20. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 426 lb down and 92 lb up at 4-4-15, 347 lb down and 89 lb up at 6-2-1, 347 lb down and 89 lb up at 8-2-1, 347 lb down and 89 lb up at 10-2-1, 347 lb down and 114 lb up at 12-2-1, 347 lb down and 114 lb up at 13-9-4, 347 lb down and 114 lb up at 15-9-4, 347 lb down and 114 lb up at 17-9-4, 347 lb down and 114 lb up at 19-9-4, 347 lb down and 114 lb up at 21-9-4, 347 lb down and 114 lb up at 23-9-4, 347 lb down and 114 lb up at 25-9-4, 347 lb down and 114 lb up at 27-9-4, 347 lb down and 114 lb up at 29-9-4, 347 lb down and 114 lb up at 31-9-4, 347 lb down and 114 lb up at 33-9-4, 347 lb down and 114 lb up at 35-9-4, 347 lb down and 114 lb up at 37-9-4, 347 lb down and 114 lb up at 39-9-4, 347 lb down and 114 lb up at 41-9-4, 347 lb down and 114 lb up at 43-9-4, 347 lb down and 114 lb up at 45-9-4, 347 lb down and 114 lb up at 47-9-4, 347 lb down and 114 lb up at 49-9-4, and 347 lb down and 114 lb up at 51-9-4, and 347 lb down and 114 lb up at 53-9-4 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: 1-4=-70, 4-15=-70, 2-16=-20 Concentrated Loads (lb) Vert: 25=-347(B) 27=-347(B) 21=-347(B) 20=-347(B) 18=-347(B) 22=-347(B) 33=-426(B) 34=-347(B) 35=-347(B) 36=-347(B) 37=-347(B) 38=-347(B) 39=-347(B) 40=-347(B) 41=-347(B) 42=-347(B) 43=-347(B) 44=-347(B) 45=-347(B) 46=-347(B) 47=-347(B) 48=-347(B) 49=-347(B) 50=-347(B) 51=-347(B) 52=-347(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 Sebastian_Master Truss A6AF Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992965 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:48:25 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-Icr?ZcJyOsSRub9ueHiT_Q?j2r?VD8NuvANHcdzsnbq Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 31 32 33 34 35 36 6x6 5x6 2x4 4x8 4x8 2x4 6x10 2x4 2x4 5x6 6x10 5x6 6x10 2x4 6x6 4-5-14-5-1 8-1-63-8-5 15-7-37-5-13 23-1-07-5-13 30-6-137-5-13 38-0-47-5-7 38-0-110-0-7 46-11-118-11-0 50-7-153-8-5 55-1-04-5-1 -2-0-0 2-0-0 4-5-1 4-5-1 8-1-6 3-8-5 15-7-3 7-5-13 23-1-0 7-5-13 30-6-13 7-5-13 38-0-11 7-5-13 46-11-11 8-11-0 50-7-15 3-8-5 55-1-0 4-5-1 0-6-125-1-135-3-90-6-125-1-137.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.66 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.35 0.09 (loc) 20-21 20-21 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 307 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 9-11: 2x6 SP DSS BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins, except 2-0-0 oc purlins (4-0-4 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 5-1-12 oc bracing. WEBS 1 Row at midpt 5-23, 5-20 2 Rows at 1/3 pts 8-17 REACTIONS.(lb/size)13=267/Mechanical, 2=1633/0-3-8, 17=3197/0-3-8 (req. 0-6-4) Max Horz 2=147(LC 9) Max Uplift 13=-119(LC 13), 2=-182(LC 9), 17=-539(LC 9) Max Grav 13=674(LC 37), 2=1750(LC 33), 17=3987(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2790/331, 3-4=-2750/372, 4-5=-2382/344, 5-7=-2788/462, 7-8=-2788/462, 8-10=-294/1919, 10-11=-285/260, 11-12=-416/357, 12-13=-853/212 BOT CHORD 2-24=-365/2364, 23-24=-365/2364, 21-23=-540/3480, 20-21=-540/3480, 18-20=-196/891, 17-18=-196/891, 15-17=-1919/279, 14-15=-129/682, 13-14=-129/682 WEBS 3-23=-403/129, 4-23=-45/818, 5-23=-1292/305, 5-21=0/303, 5-20=-816/110, 7-20=-595/227, 8-20=-333/2240, 8-18=0/270, 8-17=-3316/560, 10-17=-2009/372, 10-15=-197/1954, 11-15=-696/221, 12-15=-577/159 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-6-6, Exterior(2R) 2-6-6 to 14-6-4, Interior(1) 14-6-4 to 40-6-12, Exterior(2R) 40-6-12 to 50-7-15, Exterior(2E) 50-7-15 to 55-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) WARNING: Required bearing size at joint(s) 17 greater than input bearing size. 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) 13=119, 2=182, 17=539. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A6AJ Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992966 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:48:34 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-YLuPShQbHdaAT_LcggMbsJtBcT6dqELCz43GRbzsnbh Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 31 32 33 34 35 36 37 38 39 5x6 5x6 2x4 4x8 4x8 2x4 6x10 2x4 2x4 6x10 5x9 2x4 5x6 5-1-65-1-6 10-1-55-0-0 16-11-156-10-10 24-0-57-0-6 31-0-117-0-6 38-0-46-11-9 38-1-10-0-13 44-11-116-10-10 49-11-105-0-0 55-1-05-1-6 -2-0-0 2-0-0 5-1-6 5-1-6 10-1-5 5-0-0 16-11-15 6-10-10 24-0-5 7-0-6 31-0-11 7-0-6 38-1-1 7-0-6 44-11-11 6-10-10 49-11-10 5-0-0 55-1-0 5-1-6 0-6-126-3-136-5-90-6-126-3-137.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.82 0.53 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.26 0.07 (loc) 20-21 20-21 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 313 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except 2-0-0 oc purlins (4-4-10 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 5-8-13 oc bracing. WEBS 1 Row at midpt 6-23, 6-20, 10-17 2 Rows at 1/3 pts 9-17 REACTIONS.(lb/size)13=264/Mechanical, 2=1634/0-3-8, 17=3200/0-3-8 (req. 0-6-4) Max Horz 2=179(LC 9) Max Uplift 13=-130(LC 13), 2=-198(LC 12), 17=-460(LC 9) Max Grav 13=718(LC 37), 2=1859(LC 33), 17=3991(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2676/295, 3-4=-2513/340, 4-6=-2154/317, 6-7=-2194/370, 7-9=-2194/370, 9-10=-197/1575, 10-11=-185/453, 11-12=-273/579, 12-13=-907/348 BOT CHORD 2-24=-360/2270, 23-24=-360/2270, 21-23=-448/2811, 20-21=-448/2811, 18-20=-180/713, 17-18=-180/713, 15-17=-1575/196, 14-15=-236/723, 13-14=-236/723 WEBS 3-23=-620/173, 4-23=-38/761, 6-23=-855/260, 6-21=0/281, 6-20=-803/115, 7-20=-570/210, 9-20=-273/1928, 9-18=0/264, 9-17=-2978/465, 10-17=-1896/304, 10-15=-154/1470, 11-15=-696/167, 12-15=-798/196 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-6-6, Interior(1) 2-6-6 to 3-8-7, Exterior(2R) 3-8-7 to 16-6-4, Interior(1) 16-6-4 to 38-6-12, Exterior(2R) 38-6-12 to 50-6-10, Exterior(2E) 50-6-10 to 55-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) WARNING: Required bearing size at joint(s) 17 greater than input bearing size. 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) 13=130, 2=198, 17=460. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A6AK Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992967 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:48:43 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-n4xoLmXE9Oju2MXLh30ijDlju5BHRHoX1_kEFazsnbY Scale = 1:97.7 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 28 29 30 31 32 33 34 3536 37 38 6x6 6x6 2x4 4x8 4x8 2x4 2x4 6x10 6x8 4x4 2x4 6-5-16-5-1 12-1-55-8-5 20-9-08-7-11 29-4-108-7-11 38-0-48-7-10 38-0-50-0-1 46-2-48-1-15 55-1-08-10-12 -2-0-0 2-0-0 6-5-1 6-5-1 12-1-5 5-8-5 20-9-0 8-7-11 29-4-10 8-7-11 38-0-5 8-7-11 42-11-11 4-11-6 48-7-15 5-8-5 55-1-0 6-5-1 0-6-127-5-137-7-90-6-127-5-137.00 12 Plate Offsets (X,Y)-- [9:0-3-8,0-3-0], [17:0-2-12,0-2-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.79 0.50 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.24 0.06 (loc) 18 18-20 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 309 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins, except 2-0-0 oc purlins (3-8-2 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-20, 6-17, 9-15, 10-15 REACTIONS.(lb/size)12=278/Mechanical, 2=1635/0-3-8, 15=3184/0-3-8 (req. 0-6-3) Max Horz 2=211(LC 9) Max Uplift 12=-134(LC 13), 2=-217(LC 12), 15=-368(LC 8) Max Grav 12=747(LC 37), 2=1875(LC 33), 15=3934(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2685/263, 3-5=-2308/309, 5-6=-1983/295, 6-8=-1110/242, 8-9=-1110/242, 9-10=-117/1246, 10-11=-465/565, 11-12=-814/480 BOT CHORD 2-21=-351/2190, 20-21=-351/2190, 18-20=-389/2308, 17-18=-389/2308, 15-17=-1244/201, 13-15=-625/130, 12-13=-320/631 WEBS 3-20=-829/216, 5-20=0/534, 6-20=-419/423, 6-18=0/358, 6-17=-1544/189, 8-17=-782/262, 9-17=-435/3034, 9-15=-2863/511, 10-15=-1349/164, 10-13=-124/877, 11-13=-733/251 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-6-6, Interior(1) 2-6-6 to 5-8-7, Exterior(2R) 5-8-7 to 18-6-4, Interior(1) 18-6-4 to 36-6-12, Exterior(2R) 36-6-12 to 49-4-9, Interior(1) 49-4-9 to 50-6-10, Exterior(2E) 50-6-10 to 55-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) WARNING: Required bearing size at joint(s) 15 greater than input bearing size. 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) 12=134, 2=217, 15=368. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 22,2020 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 Sebastian_Master Truss A6AL Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992968 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:48:46 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-Bfcx_oZ7SJ5TvqGwNBaPLrNHjICqedQzkyzusvzsnbV Scale = 1:97.7 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 30 31 41 32 33 34 35 36 37 38 39 40 6x6 2x4 4x8 4x8 2x4 2x4 6x8 4x4 6x8 5x9 2x4 5x6 7-5-1 7-5-1 14-1-6 6-8-5 22-1-2 7-11-12 30-0-14 7-11-12 38-0-4 7-11-6 38-0-11 0-0-7 40-11-11 2-11-0 47-7-15 6-8-5 55-1-0 7-5-1 -2-0-0 2-0-0 7-5-1 7-5-1 14-1-6 6-8-5 22-1-2 7-11-12 30-0-14 7-11-12 38-0-11 7-11-12 40-11-11 2-11-0 47-7-15 6-8-5 55-1-0 7-5-1 0-6-128-7-138-9-90-6-128-7-137.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-2-8], [13:0-3-0,Edge], [19:0-1-8,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.62 0.57 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.22 0.06 (loc) 19-20 20-22 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 328 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, except 2-0-0 oc purlins (4-3-4 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-22, 6-22, 6-19, 12-15 2 Rows at 1/3 pts 9-17 REACTIONS.(lb/size)2=1709/0-3-8, 17=2952/0-3-8 (req. 0-5-10), 13=437/Mechanical Max Horz 2=242(LC 9) Max Uplift 2=-239(LC 12), 17=-248(LC 8), 13=-152(LC 13) Max Grav 2=1939(LC 33), 17=3597(LC 32), 13=786(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2913/289, 3-5=-2290/297, 5-6=-1938/315, 6-8=-1246/248, 8-9=-1246/248, 9-10=-104/461, 10-12=-138/554, 12-13=-1031/253 BOT CHORD 2-23=-352/2381, 22-23=-352/2381, 20-22=-351/2172, 19-20=-351/2172, 17-19=-655/168, 15-17=-655/168, 14-15=-114/806, 13-14=-114/806 WEBS 3-23=0/273, 3-22=-1012/257, 5-22=0/563, 6-22=-335/509, 6-20=0/330, 6-19=-1327/166, 8-19=-871/242, 9-19=-361/2710, 9-17=-3335/314, 9-15=-113/1163, 10-15=-502/58, 12-15=-1149/270, 12-14=0/335 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-6-6, Interior(1) 2-6-6 to 7-5-1, Exterior(2R) 7-5-1 to 20-6-4, Interior(1) 20-6-4 to 34-6-12, Exterior(2R) 34-6-12 to 47-7-15, Interior(1) 47-7-15 to 50-6-10, Exterior(2E) 50-6-10 to 55-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) WARNING: Required bearing size at joint(s) 17 greater than input bearing size. 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) 2=239, 17=248, 13=152. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 22,2020 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 Sebastian_Master Truss A6AM Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992969 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:48:55 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-QNfLstgmK4EBUCSfOaEWClFnyxIwFk?IoretgtzsnbM Scale = 1:99.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 17 3637 38 39 40 41 42 6x10 6x8 3x4 3x4 4x4 4x4 5x9 8x12 4x8 2x4 5x6 4x4 4x4 4x4 2x4 6x6 5x9 2-7-82-7-8 6-1-33-5-11 9-6-133-5-11 13-0-83-5-11 16-1-53-0-14 23-8-37-6-14 31-4-137-8-10 38-2-06-9-3 38-11-110-9-10 46-7-157-8-5 55-1-08-5-1 -2-0-0 2-0-0 2-7-8 2-7-8 6-1-3 3-5-11 9-6-13 3-5-11 13-0-8 3-5-11 16-1-5 3-0-14 23-8-3 7-6-14 31-4-13 7-8-10 38-11-11 7-6-14 44-1-3 5-1-8 49-2-11 5-1-8 55-1-0 5-10-5 0-6-129-9-139-11-90-6-121-0-09-9-137.00 12 5.14 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [8:0-6-0,0-2-14], [26:0-2-8,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.78 0.44 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.28 0.14 (loc) 26-27 26-27 20 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 370 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x4 SP DSS BOT CHORD 2x6 SPF No.2 *Except* 26-29,2-29: 2x6 SP DSS, 7-25: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-20: 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, except 2-0-0 oc purlins (5-3-6 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-24, 13-19, 12-20 2 Rows at 1/3 pts 9-21, 11-20 REACTIONS.(lb/size)20=3516/0-3-8 (req. 0-6-3), 16=51/Mechanical, 2=1531/0-3-8 Max Horz 2=273(LC 11) Max Uplift 20=-206(LC 12), 16=-291(LC 46), 2=-225(LC 12) Max Grav 20=3953(LC 32), 16=443(LC 37), 2=1730(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4979/657, 3-5=-3466/406, 5-6=-2630/319, 6-7=-2043/283, 7-8=-1949/351, 8-9=-1435/293, 9-11=-342/480, 11-12=-115/1455, 12-13=-159/1613, 13-15=-363/927, 15-16=-465/802 BOT CHORD 28-29=-677/4198, 27-28=-447/2998, 26-27=-358/2183, 7-26=-301/127, 23-24=-253/1355, 21-23=-253/1355, 20-21=-453/382, 19-20=-1291/257, 17-19=-920/217, 16-17=-634/365, 2-29=-708/4356 WEBS 5-28=-48/518, 5-27=-1022/212, 6-27=-79/686, 6-26=-989/211, 24-26=-225/1364, 8-26=-285/1512, 8-24=-877/191, 9-24=-154/882, 9-23=0/324, 9-21=-1592/189, 11-21=-60/1318, 11-20=-2813/380, 12-19=-102/477, 13-19=-1039/266, 13-17=-84/724, 15-17=-566/209, 3-29=-158/1101, 3-28=-1232/272, 12-20=-1588/177 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-9-4, Interior(1) 2-9-4 to 9-6-13, Exterior(2R) 9-6-13 to 22-6-4, Interior(1) 22-6-4 to 32-6-12, Exterior(2R) 32-6-12 to 45-4-9, Interior(1) 45-4-9 to 50-6-10, Exterior(2E) 50-6-10 to 55-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) WARNING: Required bearing size at joint(s) 20 greater than input bearing size. 9) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.Continued on page 2 January 22,2020 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 Sebastian_Master Truss A6AM Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992969 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:48:56 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-uaDj4ChO5NM26M1ryHlllynyiKe9_BFS1VOQCKzsnbL NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=206, 16=291, 2=225. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Sebastian_Master Truss A6AN Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992970 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:49:03 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-Bw8MYcmnSXE2RR3BsFNOXRaB590i7KdUe5aIyQzsnbE Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 27 26 25 24 23 22 21 20 19 18 17 34 35 36 37 38 39 40 41 42 8x8 6x6 6x10 6x8 3x4 3x4 3x6 4x4 4x8 4x4 5x6 5x6 5x9 4x4 4x4 2x4 5x9 2-7-82-7-8 6-1-33-5-11 9-6-133-5-11 13-0-83-5-11 18-1-55-0-14 27-6-89-5-3 36-11-119-5-3 38-2-01-2-6 45-7-157-5-15 55-1-09-5-1 -2-0-0 2-0-0 2-7-8 2-7-8 6-1-3 3-5-11 9-6-13 3-5-11 13-0-8 3-5-11 18-1-5 5-0-14 24-4-12 6-3-7 30-8-4 6-3-7 36-11-11 6-3-7 42-9-3 5-9-8 48-6-11 5-9-8 55-1-0 6-6-5 0-6-1210-11-130-6-121-0-010-11-137.00 12 5.14 12 Plate Offsets (X,Y)-- [2:0-3-6,0-2-3], [5:0-3-0,Edge], [8:0-2-0,0-2-12], [24:0-2-8,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.58 0.45 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.29 0.14 (loc) 7 24-25 19 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 362 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-5: 2x4 SP DSS BOT CHORD 2x6 SPF No.2 *Except* 24-27,2-27: 2x6 SP DSS, 7-23: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-19: 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-14 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22, 9-21, 13-19, 12-19 2 Rows at 1/3 pts 11-19 REACTIONS.(lb/size)19=3535/0-3-8 (req. 0-6-1), 16=35/Mechanical, 2=1528/0-3-8 Max Horz 2=305(LC 11) Max Uplift 19=-245(LC 12), 16=-258(LC 46), 2=-235(LC 12) Max Grav 19=3868(LC 33), 16=354(LC 37), 2=1723(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4982/726, 3-4=-3405/433, 4-6=-2699/345, 6-7=-2070/297, 7-8=-2112/425, 8-9=-1209/302, 9-11=-770/234, 11-12=-67/1337, 12-13=-104/1832, 13-15=-304/993, 15-16=-350/854 BOT CHORD 26-27=-761/4213, 25-26=-450/2932, 24-25=-353/2262, 7-24=-535/202, 21-22=-234/1074, 19-21=-375/444, 17-19=-961/236, 16-17=-671/293, 2-27=-793/4365 WEBS 4-26=-63/541, 4-25=-851/208, 6-25=-79/597, 6-24=-892/197, 22-24=-201/1082, 8-24=-356/1633, 8-22=-879/222, 9-22=-156/1015, 9-21=-1137/219, 11-21=-85/1351, 11-19=-2474/334, 13-19=-1098/306, 13-17=-103/682, 15-17=-580/235, 3-27=-164/1083, 3-26=-1316/319, 12-19=-1256/149 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-9-4, Interior(1) 2-9-4 to 11-8-7, Exterior(2R) 11-8-7 to 24-4-12, Interior(1) 24-4-12 to 30-6-12, Exterior(2R) 30-6-12 to 43-4-9, Interior(1) 43-4-9 to 50-6-10, Exterior(2E) 50-6-10 to 55-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) WARNING: Required bearing size at joint(s) 19 greater than input bearing size. 9) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 January 22,2020 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 Sebastian_Master Truss A6AN Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992970 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:49:03 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-Bw8MYcmnSXE2RR3BsFNOXRaB590i7KdUe5aIyQzsnbE NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=245, 16=258, 2=235. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Sebastian_Master Truss A6B Truss Type Hip Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39992971 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:49:13 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-vrl8e1u35bVdezq6SMZkxY_wKBTHTtqyxe?qJrzsnb4 Scale = 1:97.1 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 26 27 28 29 3031 32 33 3435 4x6 6x8 4x6 6x8 3x4 4x8 5x6 4x4 2x4 4x4 4x8 4x4 4x4 4x4 4x4 4x4 5x9 4x6 6x12 MT20HS5x6 5x6 9-1-09-1-0 18-0-98-11-10 24-10-146-10-5 38-7-713-8-9 45-5-126-10-5 55-1-09-7-4 -1-0-0 1-0-0 6-1-2 6-1-2 12-0-14 5-11-12 18-0-9 5-11-12 24-10-14 6-10-5 31-9-3 6-10-5 38-7-7 6-10-5 45-5-12 6-10-5 50-1-10 4-7-14 55-1-0 4-11-6 0-6-1211-1-25-5-1411-1-27.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-1-5] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.53 0.37 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.56 0.14 (loc) 17-19 17-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 388 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 *Except* 7-20,10-15: 2x4 SPF 1650F 1.5E, 13-14: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-6 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 7-20, 7-19, 9-17 2 Rows at 1/3 pts 10-15, 12-14 REACTIONS.(lb/size)2=2543/0-3-8, 14=2472/Mechanical Max Horz 2=371(LC 11) Max Uplift 2=-284(LC 12), 14=-185(LC 8) Max Grav 2=2673(LC 33), 14=2793(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4644/457, 3-5=-4351/449, 5-6=-3908/448, 6-7=-3349/439, 7-9=-4006/459, 9-10=-3478/404, 10-11=-2308/364, 11-12=-2680/373, 13-14=-263/118 BOT CHORD 2-22=-604/3943, 20-22=-560/3582, 19-20=-564/4006, 17-19=-569/3961, 15-17=-446/3478, 14-15=-159/1576 WEBS 3-22=-494/226, 5-22=-62/594, 5-20=-1088/301, 6-20=-85/1475, 7-20=-1230/306, 7-19=-93/272, 9-19=-38/387, 9-17=-890/227, 10-17=-58/965, 10-15=-2193/341, 11-15=-28/871, 12-15=-195/1350, 12-14=-3034/231 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 11-7-11, Exterior(2R) 11-7-11 to 24-5-8, Interior(1) 24-5-8 to 39-0-13, Exterior(2R) 39-0-13 to 50-3-1, Exterior(2E) 50-3-1 to 54-11-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=284, 14=185. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A6C Truss Type Piggyback Base Qty 9 Ply 1 Sebastian_Master Job Reference (optional) I39992972 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:49:18 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-FpY1hkyBv87wlli3Ev9vebik3CAq89ph5wjb_2zsnb? Scale = 1:99.0 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 27 28 29 3031 32 33 4x6 6x8 4x6 6x6 6x6 5x6 4x4 2x4 4x4 4x8 4x4 4x4 4x4 4x4 4x4 5x9 4x6 6x6 3x8 MT18HS 5x6 4x6 5x6 9-5-49-5-4 18-9-39-3-14 25-3-36-6-0 38-3-313-0-0 44-9-36-6-0 49-9-55-0-3 55-1-05-3-11 -1-0-0 1-0-0 6-4-0 6-4-0 12-6-9 6-2-10 18-9-3 6-2-10 25-3-3 6-6-0 31-9-3 6-6-0 38-3-3 6-6-0 44-9-3 6-6-0 49-9-5 5-0-3 55-1-0 5-3-11 0-6-1211-6-15-5-1411-6-17.00 12 Plate Offsets (X,Y)-- [13:0-2-12,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.35 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.52 0.13 (loc) 18-20 18-20 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 399 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 *Except* 7-21,10-16: 2x4 SPF 1650F 1.5E, 13-14: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-11 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 7-21, 7-20, 9-18, 12-15, 13-14 2 Rows at 1/3 pts 10-16 REACTIONS.(lb/size)2=2539/0-3-8, 14=2472/0-3-8 Max Horz 2=381(LC 11) Max Uplift 2=-289(LC 12), 14=-164(LC 13) Max Grav 2=2690(LC 33), 14=2764(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4677/471, 3-5=-4386/462, 5-6=-3832/456, 6-7=-3279/447, 7-9=-3852/453, 9-10=-3377/423, 10-11=-2328/391, 11-12=-2721/403, 12-13=-1991/289, 13-14=-2715/289 BOT CHORD 2-23=-588/3970, 21-23=-541/3528, 20-21=-530/3852, 18-20=-528/3822, 16-18=-416/3377, 15-16=-134/1681 WEBS 3-23=-499/236, 5-23=-66/611, 5-21=-1124/314, 6-21=-74/1452, 7-21=-1148/303, 9-20=-47/393, 9-18=-877/222, 10-18=-51/980, 10-16=-2105/311, 11-16=-45/910, 12-16=-234/1182, 12-15=-1534/170, 13-15=-146/2344 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-6 to 3-7-0, Interior(1) 3-7-0 to 12-4-4, Exterior(2R) 12-4-4 to 25-3-3, Interior(1) 25-3-3 to 38-3-3, Exterior(2R) 38-3-3 to 50-4-14, Exterior(2E) 50-4-14 to 54-11-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=289, 14=164. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A6D Truss Type Piggyback Base Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39992973 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:49:24 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-4yvIyn1yV_u4TgADbAFJtsxlXd5vXqWZTsAvBizsnav Scale = 1:106.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 32 33 34 35 3637 38 39 4x6 8x8 4x6 6x10 8x16 MT18HS 8x12 3x4 4x4 5x12 MT18HS 3x6 5x6 4x4 3x6 6x6 5x9 2x4 4x4 2x4 8x8 4x6 4x6 6x6 3x8 MT18HS 5x6 4x6 7x12 MT18HS 4x6 2-7-82-7-8 6-1-33-5-11 9-6-133-5-11 13-0-83-5-11 18-9-35-8-11 25-3-36-6-0 38-3-313-0-0 44-9-36-6-0 49-9-55-0-3 55-1-05-3-11 -1-0-0 1-0-0 2-7-8 2-7-8 6-1-3 3-5-11 9-6-13 3-5-11 13-0-8 3-5-11 18-9-3 5-8-11 25-3-3 6-6-0 31-9-3 6-6-0 38-3-3 6-6-0 44-9-3 6-6-0 49-9-5 5-0-3 55-1-0 5-3-11 0-6-1211-6-15-5-141-0-011-6-17.00 12 5.14 12 Plate Offsets (X,Y)-- [2:0-1-10,0-3-4], [3:0-1-4,0-2-0], [6:0-3-0,Edge], [8:0-5-4,0-3-4], [13:0-8-0,0-3-0], [15:0-2-12,0-2-0], [25:0-6-0,0-4-4], [28:0-8-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.73 0.88 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.72 0.34 (loc) 22 20-22 16 l/defl >999 >919 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 406 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-6: 2x4 SP DSS BOT CHORD 2x6 SP DSS *Except* 7-24: 2x4 SPF No.2, 21-24,19-21: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 15-16: 2x4 SPF Stud, 3-28: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-7 max.): 8-13. BOT CHORD Rigid ceiling directly applied or 7-6-6 oc bracing. WEBS 1 Row at midpt 8-23, 9-22, 11-20, 12-20, 13-18, 14-17, 15-16 REACTIONS.(lb/size)16=2472/0-3-8, 2=2543/0-3-8 Max Horz 2=381(LC 11) Max Uplift 16=-165(LC 13), 2=-290(LC 12) Max Grav 16=2764(LC 32), 2=2697(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9181/1166, 3-4=-6162/673, 4-5=-5168/548, 5-7=-4588/487, 7-8=-4619/638, 8-9=-3851/454, 9-11=-3851/454, 11-12=-3375/424, 12-13=-3375/424, 13-14=-2725/405, 14-15=-1992/290, 15-16=-2714/290 BOT CHORD 27-28=-1135/7206, 26-27=-791/5335, 25-26=-661/4358, 7-25=-697/242, 23-24=-48/418, 22-23=-488/3263, 20-22=-530/3826, 18-20=-258/2304, 17-18=-135/1684, 2-28=-1292/8099 WEBS 4-27=-99/837, 4-26=-1242/261, 5-26=-113/863, 5-25=-966/201, 23-25=-448/2893, 8-25=-421/2202, 8-23=-420/132, 8-22=-297/1160, 9-22=-821/218, 11-22=-47/391, 11-20=-891/224, 12-20=-831/216, 13-20=-311/2111, 13-18=-905/234, 14-18=-236/1175, 14-17=-1541/173, 15-17=-147/2349, 3-28=-350/2203, 3-27=-1930/403 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 12-4-4, Exterior(2R) 12-4-4 to 25-3-3, Interior(1) 25-3-3 to 38-3-3, Exterior(2R) 38-3-3 to 50-4-14, Exterior(2E) 50-4-14 to 54-11-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=165, 2=290.Continued on page 2 January 22,2020 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 Sebastian_Master Truss A6D Truss Type Piggyback Base Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39992973 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:49:24 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-4yvIyn1yV_u4TgADbAFJtsxlXd5vXqWZTsAvBizsnav NOTES- 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Sebastian_Master Truss A6E Truss Type HALF HIP GIRDER Qty 4 Ply 2 Sebastian_Master Job Reference (optional) I39992974 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:53:48 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-aB0oGddfi_C7gqba70UI?M4MdPcUMdUCp6EsA4zslmH Scale: 1/8"=1' 1 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 28 29 30 31 32 3334 3536 37 38 39 40 41 42 4344 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 5x6 4x6 3x4 5x6 5x9 6x8 4x6 3x6 4x8 4x8 3x6 5x9 2x4 3x6 5x9 2x4 8x8 3x6 4x6 4x8 4x4 4x6 6x8 6x8 6-1-16-1-1 11-2-55-1-4 17-10-76-8-2 24-6-106-8-2 31-2-126-8-2 37-10-146-8-2 43-6-75-7-9 49-1-155-7-9 55-1-05-11-1 -1-0-0 1-0-0 6-1-1 6-1-1 11-2-5 5-1-4 17-10-7 6-8-2 24-6-10 6-8-2 31-2-12 6-8-2 37-10-14 6-8-2 43-6-7 5-7-9 49-1-15 5-7-9 55-1-0 5-11-1 0-6-126-11-07-1-16-11-07.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-4], [18:0-4-0,0-6-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.49 0.60 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.17 0.04 (loc) 22 22 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 809 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP No.2 *Except* 17-20: 2x8 SP DSS WEBS 2x4 SPF Stud *Except* 5-24,5-21,8-21,8-18,11-18,11-15,12-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-18,15-16. WEBS 1 Row at midpt 8-18 REACTIONS.(lb/size)14=413/Mechanical, 2=3081/0-3-8, 18=6210/0-3-8 Max Horz 2=274(LC 7) Max Uplift 14=-329(LC 6), 2=-1369(LC 10), 18=-3829(LC 7) Max Grav 14=610(LC 27), 2=3447(LC 28), 18=6458(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5637/2498, 3-4=-4356/2255, 4-29=-3624/2002, 29-30=-3626/2003, 30-31=-3627/2005, 5-31=-3629/2006, 5-32=-3118/1833, 32-33=-3118/1833, 33-34=-3118/1833, 34-35=-3118/1833, 6-35=-3118/1833, 6-36=-3118/1833, 7-36=-3118/1833, 7-37=-3118/1833, 37-38=-3118/1833, 38-39=-3118/1833, 8-39=-3118/1833, 8-40=-1434/2494, 40-41=-1434/2494, 41-42=-1434/2494, 9-42=-1434/2494, 9-43=-1434/2494, 10-43=-1434/2494, 10-44=-1434/2494, 44-45=-1434/2494, 45-46=-1434/2494, 11-46=-1434/2494, 11-47=-259/217, 47-48=-259/217, 48-49=-259/217, 12-49=-259/217, 13-14=-335/192 BOT CHORD 2-52=-2251/4785, 52-53=-2251/4785, 25-53=-2251/4785, 25-54=-2251/4785, 54-55=-2251/4785, 24-55=-2251/4785, 24-56=-2414/4105, 56-57=-2414/4105, 23-57=-2414/4105, 23-58=-2414/4105, 22-58=-2414/4105, 22-59=-2414/4105, 59-60=-2414/4105, 60-61=-2414/4105, 21-61=-2414/4105, 21-62=-662/885, 62-63=-662/885, 20-63=-662/885, 20-64=-662/885, 19-64=-662/885, 19-65=-662/885, 65-66=-662/885, 66-67=-662/885, 18-67=-662/885, 17-18=-866/483, 17-68=-866/483, 68-69=-866/483, 16-69=-866/483, 16-70=-866/483, 70-71=-866/483, 71-72=-866/483, 15-72=-866/483 WEBS 3-25=-226/858, 3-24=-1387/386, 4-24=-616/1401, 5-24=-790/635, 5-22=0/522, 5-21=-1366/681, 7-21=-925/722, 8-21=-1749/3130, 8-19=0/457, 8-18=-4634/2746, 9-18=-876/721, 11-18=-2602/1475, 11-16=0/331, 11-15=-789/1455, 12-15=-820/593, 12-14=-298/217 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. Continued on page 2 January 22,2020 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 Sebastian_Master Truss A6E Truss Type HALF HIP GIRDER Qty 4 Ply 2 Sebastian_Master Job Reference (optional) I39992974 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:53:48 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-aB0oGddfi_C7gqba70UI?M4MdPcUMdUCp6EsA4zslmH NOTES- 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329 lb uplift at joint 14, 1369 lb uplift at joint 2 and 3829 lb uplift at joint 18. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 165 lb down and 204 lb up at 11-2-5, 192 lb down and 201 lb up at 12-10-3, 192 lb down and 201 lb up at 14-10-3, 192 lb down and 201 lb up at 16-10-3, 192 lb down and 201 lb up at 18-10-3, 192 lb down and 201 lb up at 20-10-3, 192 lb down and 201 lb up at 22-10-3, 192 lb down and 201 lb up at 24-10-3, 192 lb down and 201 lb up at 26-10-3, 192 lb down and 201 lb up at 28-10-3, 192 lb down and 201 lb up at 30-10-3, 192 lb down and 201 lb up at 32-10-3, 192 lb down and 201 lb up at 34-10-3, 192 lb down and 201 lb up at 36-10-3, 192 lb down and 201 lb up at 38-10-3, 192 lb down and 201 lb up at 40-10-3, 192 lb down and 201 lb up at 42-10-3, 192 lb down and 201 lb up at 44-10-3, 192 lb down and 201 lb up at 46-10-3, 192 lb down and 201 lb up at 48-10-3, and 192 lb down and 201 lb up at 50-10-3, and 192 lb down and 201 lb up at 52-10-3 on top chord, and 345 lb down and 107 lb up at 3-5-15, 234 lb down and 99 lb up at 5-3-1, 234 lb down and 119 lb up at 7-3-1, 234 lb down and 144 lb up at 9-3-1, 79 lb down and 33 lb up at 11-3-1, 79 lb down and 33 lb up at 12-10-3, 79 lb down and 33 lb up at 14-10-3, 79 lb down and 33 lb up at 16-10-3, 79 lb down and 33 lb up at 18-10-3, 79 lb down and 33 lb up at 20-10-3, 79 lb down and 33 lb up at 22-10-3, 79 lb down and 33 lb up at 24-10-3, 79 lb down and 33 lb up at 26-10-3, 79 lb down and 33 lb up at 28-10-3, 79 lb down and 33 lb up at 30-10-3, 79 lb down and 33 lb up at 32-10-3, 79 lb down and 33 lb up at 34-10-3, 79 lb down and 33 lb up at 36-10-3, 79 lb down and 33 lb up at 38-10-3, 79 lb down and 33 lb up at 40-10-3, 79 lb down and 33 lb up at 42-10-3, 79 lb down and 33 lb up at 44-10-3, 79 lb down and 33 lb up at 46-10-3, 79 lb down and 33 lb up at 48-10-3, and 79 lb down and 33 lb up at 50-10-3, and 79 lb down and 33 lb up at 52-10-3 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: 1-4=-70, 4-13=-70, 2-14=-20 Concentrated Loads (lb) Vert: 4=-127(B) 24=-39(B) 21=-39(B) 7=-127(B) 17=-39(B) 29=-127(B) 30=-127(B) 31=-127(B) 33=-127(B) 34=-127(B) 35=-127(B) 37=-127(B) 38=-127(B) 39=-127(B) 40=-127(B) 41=-127(B) 42=-127(B) 43=-127(B) 44=-127(B) 46=-127(B) 47=-127(B) 48=-127(B) 49=-127(B) 50=-127(B) 51=-127(B) 52=-345(B) 53=-234(B) 54=-234(B) 55=-234 56=-39(B) 57=-39(B) 58=-39(B) 59=-39(B) 60=-39(B) 61=-39(B) 62=-39(B) 63=-39(B) 64=-39(B) 65=-39(B) 66=-39(B) 67=-39(B) 68=-39(B) 69=-39(B) 70=-39(B) 71=-39(B) 72=-39(B) 73=-39(B) 74=-39(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 Sebastian_Master Truss A6F Truss Type HALF HIP GIRDER Qty 1 Ply 2 Sebastian_Master Job Reference (optional) I39992975 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:54:18 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-izq8Zu_TeC_tHRuLtK0LDhKTQVoZO8adinVSCLzsllp Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 5051 52 6x6 4x6 3x4 6x6 6x8 6x12 MT20HS 4x6 3x6 8x8 4x8 3x6 5x9 2x4 6x10 3x6 2x4 8x16 5x9 8x12 2x4 6x10 3x6 4x8 4x6 4x6 6x8 8x8 3-8-43-8-4 6-1-62-5-1 12-5-136-4-7 18-10-46-4-7 25-2-116-4-7 31-7-26-4-7 37-11-106-4-7 43-6-145-7-5 49-2-35-7-5 55-1-05-10-13 -1-0-0 1-0-0 3-8-4 3-8-4 6-1-6 2-5-1 12-5-13 6-4-7 18-10-4 6-4-7 25-2-11 6-4-7 31-7-2 6-4-7 37-11-10 6-4-7 43-6-14 5-7-5 49-2-3 5-7-5 55-1-0 5-10-13 0-6-123-11-134-1-93-11-137.00 12 Plate Offsets (X,Y)-- [2:0-11-6,0-2-3], [4:0-2-12,0-3-0], [11:0-5-4,0-4-0], [18:0-3-8,0-3-0], [20:0-6-12,0-2-8], [21:0-3-12,0-5-0], [27:0-4-0,0-4-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.53 0.79 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.56 0.05 (loc) 24 24-26 20 l/defl >999 >815 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 822 lb FT = 20% GRIP 197/144 187/143 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP DSS *Except* 16-19,19-22: 2x10 SP No.2 WEBS 2x4 SPF Stud *Except* 6-24,9-24,9-21,11-21: 2x4 SPF 1650F 1.5E 11-18,14-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-13 max.): 4-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21,18-20. WEBS 1 Row at midpt 6-27, 9-21 REACTIONS.(lb/size)16=663/Mechanical, 2=4092/0-3-8, 20=9799/0-3-8 (req. 0-6-2) Max Horz 2=151(LC 7) Max Uplift 16=-195(LC 6), 2=-965(LC 7), 20=-2699(LC 7) Max Grav 16=946(LC 27), 2=4238(LC 27), 20=10388(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7470/1753, 3-4=-8035/1937, 4-5=-6971/1694, 5-6=-6971/1693, 6-31=-11198/2831, 7-31=-11198/2831, 7-8=-11198/2831, 8-9=-11198/2831, 9-10=-1326/403, 10-11=-1326/403, 11-12=-797/2907, 12-32=-797/2907, 13-32=-797/2907, 13-14=-797/2907, 15-16=-293/76 BOT CHORD 2-28=-1599/6368, 28-33=-1599/6368, 27-33=-1599/6368, 27-34=-2802/11136, 34-35=-2802/11136, 35-36=-2802/11136, 26-36=-2802/11136, 26-37=-2802/11136, 25-37=-2802/11136, 25-38=-2802/11136, 24-38=-2802/11136, 24-39=-2166/8070, 39-40=-2166/8070, 40-41=-2166/8070, 23-41=-2166/8070, 23-42=-2166/8070, 42-43=-2166/8070, 22-43=-2166/8070, 21-22=-2166/8070, 21-44=-7665/1952, 44-45=-7665/1952, 20-45=-7665/1952, 19-20=-7665/1952, 19-46=-7665/1952, 46-47=-7665/1952, 18-47=-7665/1952, 18-48=-69/329, 48-49=-69/329, 17-49=-69/329, 17-50=-69/329, 50-51=-69/329, 51-52=-69/329, 16-52=-69/329 WEBS 3-28=-593/183, 3-27=-333/1006, 4-27=-794/3334, 6-27=-4689/1237, 6-26=-294/1299, 6-24=-217/330, 7-24=-549/197, 9-24=-817/3538, 9-23=-343/1506, 9-21=-7765/1986, 10-21=-361/216, 11-21=-2634/10034, 11-20=-8156/2166, 11-18=-1377/5617, 13-18=-476/178, 14-18=-3709/926, 14-17=-301/1323, 14-16=-344/47 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. Continued on page 2 January 22,2020 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 Sebastian_Master Truss A6F Truss Type HALF HIP GIRDER Qty 1 Ply 2 Sebastian_Master Job Reference (optional) I39992975 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:54:18 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-izq8Zu_TeC_tHRuLtK0LDhKTQVoZO8adinVSCLzsllp NOTES- 6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) WARNING: Required bearing size at joint(s) 20 greater than input bearing size. 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 16, 965 lb uplift at joint 2 and 2699 lb uplift at joint 20. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 443 lb down and 108 lb up at 4-2-1, 364 lb down and 122 lb up at 6-2-1, 364 lb down and 122 lb up at 8-2-1, 364 lb down and 122 lb up at 10-2-1, 364 lb down and 122 lb up at 12-2-1, 364 lb down and 122 lb up at 13-9-4, 364 lb down and 122 lb up at 15-9-4, 364 lb down and 122 lb up at 17-9-4, 364 lb down and 122 lb up at 19-9-4, 364 lb down and 122 lb up at 21-9-4, 364 lb down and 122 lb up at 23-9-4, 364 lb down and 122 lb up at 25-9-4, 364 lb down and 122 lb up at 27-9-4, 364 lb down and 122 lb up at 29-9-4, 364 lb down and 122 lb up at 31-9-4, 364 lb down and 122 lb up at 33-9-4, 364 lb down and 122 lb up at 35-9-4, 364 lb down and 122 lb up at 37-9-4, 364 lb down and 122 lb up at 39-9-4, 364 lb down and 122 lb up at 41-9-4, 364 lb down and 122 lb up at 43-9-4, 364 lb down and 122 lb up at 45-9-4, 364 lb down and 122 lb up at 47-9-4, 364 lb down and 122 lb up at 49-9-4, and 364 lb down and 122 lb up at 51-9-4, and 364 lb down and 122 lb up at 53-9-4 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: 1-4=-70, 4-15=-70, 2-16=-20 Concentrated Loads (lb) Vert: 25=-364 27=-364 21=-364 20=-364 18=-364 22=-364 33=-443(B) 34=-364 35=-364 36=-364 37=-364 38=-364 39=-364 40=-364 41=-364 42=-364 43=-364 44=-364 45=-364 46=-364 47=-364 48=-364 49=-364 50=-364 51=-364 52=-364 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 Sebastian_Master Truss A6G Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992976 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:50:01 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-V4eHjRT9nLYqPMVKGRQ_tf_7pXmyiZ70z6dM_3zsnaK Scale = 1:94.4 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 31 32 33 34 3536 6x6 5x6 2x4 4x8 4x8 2x4 6x10 2x4 2x4 5x6 6x10 5x6 6x10 2x4 6x6 4-5-14-5-1 8-1-63-8-5 15-7-37-5-13 23-1-07-5-13 30-6-137-5-13 38-0-47-5-7 38-0-110-0-7 46-11-118-11-0 50-7-153-8-5 55-1-04-5-1 -1-0-0 1-0-0 4-5-1 4-5-1 8-1-6 3-8-5 15-7-3 7-5-13 23-1-0 7-5-13 30-6-13 7-5-13 38-0-11 7-5-13 46-11-11 8-11-0 50-7-15 3-8-5 55-1-0 4-5-1 0-6-125-1-135-3-90-6-125-1-137.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.66 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.35 0.09 (loc) 20-21 20-21 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 305 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 9-11: 2x6 SP DSS BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, except 2-0-0 oc purlins (4-0-4 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 5-1-11 oc bracing. WEBS 1 Row at midpt 5-23, 5-20 2 Rows at 1/3 pts 8-17 REACTIONS.(lb/size)13=266/Mechanical, 2=1559/0-3-8, 17=3202/0-3-8 (req. 0-6-4) Max Horz 2=137(LC 9) Max Uplift 13=-118(LC 13), 2=-176(LC 9), 17=-540(LC 9) Max Grav 13=670(LC 37), 2=1626(LC 32), 17=3989(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2811/338, 3-4=-2760/376, 4-5=-2390/347, 5-7=-2791/463, 7-8=-2791/463, 8-10=-295/1922, 10-11=-282/261, 11-12=-412/359, 12-13=-847/212 BOT CHORD 2-24=-372/2386, 23-24=-372/2386, 21-23=-542/3485, 20-21=-542/3485, 18-20=-196/890, 17-18=-196/890, 15-17=-1922/280, 14-15=-130/676, 13-14=-130/676 WEBS 3-23=-453/146, 4-23=-47/824, 5-23=-1289/304, 5-21=0/303, 5-20=-820/114, 7-20=-595/227, 8-20=-334/2243, 8-18=0/270, 8-17=-3319/561, 10-17=-2010/372, 10-15=-197/1956, 11-15=-697/221, 12-15=-578/159 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Exterior(2R) 3-6-6 to 14-6-4, Interior(1) 14-6-4 to 40-6-12, Exterior(2R) 40-6-12 to 50-7-15, Exterior(2E) 50-7-15 to 55-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) WARNING: Required bearing size at joint(s) 17 greater than input bearing size. 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) 13=118, 2=176, 17=540. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A6H Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992977 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:50:07 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-JE?Z_UYwNBIz7HyUciXO7wD48yrN6IMvM24hCizsnaE Scale = 1:94.4 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 31 32 33 34 35 36 37 38 5x6 2x4 4x8 4x8 2x4 6x10 2x4 2x4 6x10 5x9 2x4 5x6 5-5-15-5-1 10-1-64-8-5 16-11-156-10-10 24-0-57-0-6 31-0-117-0-6 38-0-46-11-9 38-1-10-0-13 44-11-116-10-10 49-7-154-8-5 55-1-05-5-1 -1-0-0 1-0-0 5-5-1 5-5-1 10-1-6 4-8-5 16-11-15 6-10-10 24-0-5 7-0-6 31-0-11 7-0-6 38-1-1 7-0-6 44-11-11 6-10-10 49-7-15 4-8-5 55-1-0 5-5-1 0-6-126-3-136-5-90-6-126-3-137.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.82 0.53 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.26 0.07 (loc) 20-21 20-21 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 311 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except 2-0-0 oc purlins (4-5-5 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 5-8-14 oc bracing. WEBS 1 Row at midpt 5-23, 5-20, 10-17 2 Rows at 1/3 pts 9-17 REACTIONS.(lb/size)13=264/Mechanical, 2=1561/0-3-8, 17=3202/0-3-8 (req. 0-6-4) Max Horz 2=169(LC 9) Max Uplift 13=-131(LC 13), 2=-172(LC 12), 17=-460(LC 9) Max Grav 13=715(LC 37), 2=1734(LC 33), 17=3990(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2691/303, 3-4=-2517/344, 4-5=-2162/319, 5-7=-2201/371, 7-9=-2201/371, 9-10=-197/1570, 10-11=-184/451, 11-12=-266/574, 12-13=-873/364 BOT CHORD 2-24=-364/2283, 23-24=-364/2283, 21-23=-449/2815, 20-21=-449/2815, 18-20=-180/718, 17-18=-180/718, 15-17=-1570/196, 14-15=-239/684, 13-14=-239/684 WEBS 3-23=-664/185, 4-23=-42/768, 5-23=-854/258, 5-21=0/282, 5-20=-800/123, 7-20=-573/210, 9-20=-274/1930, 9-18=0/264, 9-17=-2978/466, 10-17=-1894/304, 10-15=-156/1466, 11-15=-688/171, 12-15=-788/193 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Exterior(2R) 3-6-6 to 16-6-4, Interior(1) 16-6-4 to 38-6-12, Exterior(2R) 38-6-12 to 50-6-10, Exterior(2E) 50-6-10 to 55-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) WARNING: Required bearing size at joint(s) 17 greater than input bearing size. 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) 13=131, 2=172, 17=460. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A6J Truss Type Piggyback Base Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39992978 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:50:14 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-caxCStdJjLB_TL_qWg91vP0MgnISFU3wzeHYyozsna7 Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 28 29 30 31 32 33 34 35 36 37 4x6 6x8 4x6 6x8 4x6 6x6 5x6 4x4 2x4 4x4 4x8 4x4 8x8 4x4 4x8 4x4 4x4 2x4 6x6 5x6 8-9-158-9-15 17-6-88-8-9 27-6-810-0-0 37-6-810-0-0 46-3-18-8-9 55-1-08-9-15 -1-0-0 1-0-0 5-11-1 5-11-1 11-8-13 5-9-11 17-6-8 5-9-11 24-2-8 6-8-0 30-10-8 6-8-0 37-6-8 6-8-0 43-4-3 5-9-11 49-1-15 5-9-11 55-1-0 5-11-1 0-6-1210-9-90-6-1210-9-97.00 12 Plate Offsets (X,Y)-- [18:0-4-0,0-4-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.31 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.45 0.15 (loc) 18 17-18 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 359 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc purlins, except 2-0-0 oc purlins (3-5-10 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 7-19, 7-18, 9-18, 9-17, 11-17 REACTIONS.(lb/size)2=2549/0-3-8, 14=2478/Mechanical Max Horz 2=289(LC 11) Max Uplift 2=-279(LC 12), 14=-255(LC 13) Max Grav 2=2828(LC 33), 14=2757(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4945/452, 3-5=-4650/469, 5-6=-3781/511, 6-7=-3242/493, 7-9=-3864/519, 9-10=-3242/496, 10-11=-3782/514, 11-13=-4657/484, 13-14=-4953/468 BOT CHORD 2-21=-488/4202, 19-21=-349/3658, 18-19=-324/3834, 17-18=-259/3834, 15-17=-273/3661, 14-15=-328/4210 WEBS 3-21=-489/218, 5-21=-68/562, 5-19=-1050/297, 6-19=-79/1421, 7-19=-1109/308, 7-18=-103/311, 9-18=-106/307, 9-17=-1109/308, 10-17=-80/1421, 11-17=-1053/299, 11-15=-71/569, 13-15=-494/221 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 11-1-9, Exterior(2R) 11-1-9 to 24-2-8, Interior(1) 24-2-8 to 30-10-8, Exterior(2R) 30-10-8 to 43-11-7, Interior(1) 43-11-7 to 50-6-10, Exterior(2E) 50-6-10 to 55-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=279, 14=255. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A6K Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992979 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:50:24 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-JVX_YIlbNQRZfull6mKNJWR3Aphbb0hPGBi4HDzsnZz Scale = 1:98.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 28 29 30 31 32 33 34 35 36 37 4x6 6x6 5x6 4x6 6x6 5x6 4x4 2x4 4x4 4x8 4x4 8x8 4x4 4x8 4x4 4x4 2x4 6x6 6x6 5x6 9-4-119-4-11 18-0-98-7-15 27-6-89-5-15 37-0-79-5-15 45-8-58-7-15 55-1-09-4-11 -1-0-0 1-0-0 6-6-1 6-6-1 12-3-5 5-9-4 18-0-9 5-9-4 24-4-8 6-3-15 30-8-8 6-3-15 37-0-7 6-3-15 42-9-11 5-9-4 48-6-15 5-9-4 55-1-0 6-6-1 0-6-1210-11-011-1-10-6-1210-11-07.00 12 Plate Offsets (X,Y)-- [18:0-4-0,0-4-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.32 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.43 0.15 (loc) 18 18-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 361 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins, except 2-0-0 oc purlins (3-6-6 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 8-19, 8-18, 9-18, 9-17, 11-17 REACTIONS.(lb/size)2=2549/0-3-8, 14=2478/Mechanical Max Horz 2=294(LC 11) Max Uplift 2=-285(LC 12), 14=-260(LC 13) Max Grav 2=2846(LC 33), 14=2775(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4950/457, 3-5=-4653/465, 5-6=-3686/507, 6-8=-3152/487, 8-9=-3749/512, 9-10=-3155/491, 10-11=-3687/510, 11-13=-4660/479, 13-14=-4957/462 BOT CHORD 2-21=-487/4199, 19-21=-324/3652, 18-19=-295/3722, 17-18=-231/3719, 15-17=-258/3656, 14-15=-313/4206 WEBS 3-21=-513/229, 5-21=-85/606, 5-19=-1005/294, 6-19=-80/1367, 8-19=-1083/301, 8-18=-117/313, 9-18=-112/318, 9-17=-1078/301, 10-17=-80/1365, 11-17=-1011/296, 11-15=-89/611, 13-15=-516/231 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 11-7-11, Exterior(2R) 11-7-11 to 24-4-8, Interior(1) 24-4-8 to 30-7-8, Exterior(2R) 30-7-8 to 43-5-5, Interior(1) 43-5-5 to 50-6-10, Exterior(2E) 50-6-10 to 55-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=285, 14=260. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A6L Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992980 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:50:35 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-Vdi8s3uUnoq?Ua5tFa1yFqOwjFJNgxX0oPtAA5zsnZo Scale = 1:99.3 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 29 30 31 32 33 34 35 36 37 38 39 4x6 6x6 4x6 4x6 5x6 5x12 MT18HS 4x6 2x4 4x8 4x4 4x4 4x4 4x4 4x4 4x8 4x6 2x4 6x6 4x8 5x12 MT18HS5x12 MT18HS 7-8-27-8-2 14-7-76-11-5 23-2-138-7-6 31-10-38-7-6 40-5-98-7-6 47-4-146-11-5 55-1-07-8-2 -1-0-0 1-0-0 7-8-2 7-8-2 14-7-7 6-11-5 21-1-0 6-5-8 27-6-8 6-5-8 34-0-0 6-5-8 40-5-9 6-5-8 47-4-14 6-11-5 55-1-0 7-8-2 0-6-128-11-09-1-10-6-128-11-07.00 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge], [5:0-2-8,0-3-0], [10:0-2-8,0-3-0], [13:0-8-0,0-0-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.53 0.95 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.65 0.23 (loc) 17-19 17-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 326 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-20: 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except 2-0-0 oc purlins (2-11-11 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 17-19. WEBS 1 Row at midpt 3-21, 6-21, 8-19, 8-17, 9-15, 12-15 REACTIONS.(lb/size)2=2549/0-3-8, 13=2478/Mechanical Max Horz 2=240(LC 11) Max Uplift 2=-247(LC 12), 13=-222(LC 13) Max Grav 2=2726(LC 33), 13=2655(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4729/446, 3-5=-4434/466, 5-6=-3780/460, 6-8=-4996/488, 8-9=-4996/489, 9-10=-3780/465, 10-12=-4433/473, 12-13=-4734/461 BOT CHORD 2-22=-467/4027, 21-22=-467/4027, 19-21=-516/4862, 17-19=-507/5178, 15-17=-410/4862, 14-15=-309/4032, 13-14=-309/4032 WEBS 3-22=0/269, 3-21=-1003/277, 5-21=-72/1718, 6-21=-1762/353, 6-19=-59/544, 8-19=-402/183, 8-17=-401/184, 9-17=-58/545, 9-15=-1763/352, 10-15=-73/1716, 12-15=-1013/281, 12-14=0/273 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 8-2-8, Exterior(2R) 8-2-8 to 21-1-0, Interior(1) 21-1-0 to 34-0-0, Exterior(2R) 34-0-0 to 46-10-8, Interior(1) 46-10-8 to 50-6-10, Exterior(2E) 50-6-10 to 55-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=247, 13=222. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 22,2020 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 Sebastian_Master Truss A6M Truss Type Piggyback Base Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992981 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:50:43 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-G9BAXo_WuFrsRpiPjFAraWjC?T1RYc4CdfpbSdzsnZg Scale = 1:100.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 28 27 26 25 24 23 22 21 20 19 18 17 35 36 37 38 39 40 41 42 43 44 45 46 4x6 8x8 4x6 6x8 4x6 8x16 MT20HS 8x12 3x4 4x4 5x6 5x9 2x4 3x6 4x6 6x8 5x9 2x4 2x4 4x8 4x8 4x4 4x4 2x4 5x6 5x6 6x12 MT20HS 2x4 2-7-82-7-8 6-1-33-5-11 9-6-133-5-11 13-0-83-5-11 17-6-84-6-0 24-3-16-8-9 30-9-156-6-13 37-6-86-8-9 45-11-68-4-14 55-1-09-1-10 -1-0-0 1-0-0 2-7-8 2-7-8 6-1-3 3-5-11 9-6-13 3-5-11 13-0-8 3-5-11 17-6-8 4-6-0 24-3-1 6-8-9 30-9-15 6-6-13 37-6-8 6-8-9 43-1-12 5-7-4 48-9-0 5-7-4 55-1-0 6-4-0 0-6-1210-9-90-6-121-0-010-9-97.00 12 5.14 12 Plate Offsets (X,Y)-- [2:0-2-0,0-3-6], [4:0-4-8,0-2-4], [5:0-3-0,Edge], [8:0-5-4,0-3-4], [16:0-0-2,Edge], [23:0-3-8,0-3-0], [25:0-5-12,Edge], [28:0-7-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.96 1.00 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.42 -0.71 0.42 (loc) 7 25-26 16 l/defl >999 >933 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 359 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-5: 2x4 SP DSS BOT CHORD 2x6 SPF No.2 *Except* 25-28: 2x4 SPF 2100F 1.8E, 7-24: 2x4 SPF No.2, 2-28: 2x6 SP DSS WEBS 2x4 SPF No.2 *Except* 3-28: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-2-9 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 1-4-12 oc bracing: 27-28 8-6-13 oc bracing: 2-28. WEBS 1 Row at midpt 8-23, 9-22, 11-22, 11-19, 13-19 REACTIONS.(lb/size)16=2478/Mechanical, 2=2549/0-3-8 Max Horz 2=288(LC 11) Max Uplift 16=-254(LC 13), 2=-279(LC 12) Max Grav 16=2757(LC 33), 2=2828(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8910/978, 3-4=-8669/1031, 4-6=-5373/515, 6-7=-4618/525, 7-8=-4670/633, 8-9=-3846/520, 9-11=-3846/520, 11-12=-3238/491, 12-13=-3774/511, 13-15=-4632/480, 15-16=-4931/460 BOT CHORD 27-28=-601/5469, 26-27=-601/5469, 25-26=-425/4583, 7-25=-523/191, 23-24=-29/272, 22-23=-299/3223, 20-22=-254/3847, 19-20=-254/3847, 17-19=-263/3635, 16-17=-316/4184, 2-28=-1013/7810 WEBS 4-26=-1137/225, 6-26=-92/774, 6-25=-1073/213, 23-25=-278/3019, 8-25=-378/2198, 8-23=-488/127, 8-22=-282/1143, 9-22=-831/215, 11-19=-1136/290, 12-19=-81/1415, 13-19=-1052/292, 13-17=-81/615, 15-17=-514/226, 3-28=0/376, 4-28=-478/2669 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 11-1-9, Exterior(2R) 11-1-9 to 23-11-7, Interior(1) 23-11-7 to 31-1-9, Exterior(2R) 31-1-9 to 43-11-7, Interior(1) 43-11-7 to 50-6-10, Exterior(2E) 50-6-10 to 55-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=254, 2=279.Continued on page 2 January 22,2020 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 Sebastian_Master Truss A6M Truss Type Piggyback Base Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992981 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:50:43 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-G9BAXo_WuFrsRpiPjFAraWjC?T1RYc4CdfpbSdzsnZg NOTES- 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Sebastian_Master Truss A6N Truss Type Piggyback Base Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992982 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:50:53 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-z4nydD6nYK5ReLTKJMMB_d70qVcdu7kgxCE6p2zsnZW Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 22 21 20 19 18 17 16 29 30 31 32 33 34 35 36 37 38 4x6 6x8 4x6 6x8 4x6 6x6 5x6 4x4 2x4 4x4 4x8 4x4 8x8 4x4 4x8 4x4 4x4 2x4 5x6 6x6 8-9-158-9-15 17-6-88-8-9 27-6-810-0-0 37-6-810-0-0 46-3-18-8-9 55-1-08-9-15 -1-0-0 1-0-0 5-11-1 5-11-1 11-8-13 5-9-11 17-6-8 5-9-11 24-2-8 6-8-0 30-10-8 6-8-0 37-6-8 6-8-0 43-4-3 5-9-11 49-1-15 5-9-11 55-1-0 5-11-1 56-1-0 1-0-0 0-6-1210-9-90-6-1210-9-97.00 12 Plate Offsets (X,Y)-- [19:0-4-0,0-4-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.31 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.45 0.15 (loc) 19 18-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 361 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc purlins, except 2-0-0 oc purlins (3-5-10 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 7-20, 7-19, 9-19, 9-18, 11-18 REACTIONS.(lb/size)2=2549/0-3-8, 14=2549/0-3-8 Max Horz 2=294(LC 11) Max Uplift 2=-279(LC 12), 14=-279(LC 13) Max Grav 2=2828(LC 33), 14=2828(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4944/451, 3-5=-4648/467, 5-6=-3781/508, 6-7=-3241/490, 7-9=-3863/515, 9-10=-3241/490, 10-11=-3781/508, 11-13=-4648/467, 13-14=-4944/452 BOT CHORD 2-22=-478/4201, 20-22=-343/3657, 19-20=-317/3833, 18-19=-252/3833, 16-18=-238/3657, 14-16=-280/4201 WEBS 3-22=-489/219, 5-22=-68/562, 5-20=-1050/297, 6-20=-78/1421, 7-20=-1109/308, 7-19=-106/310, 9-19=-106/310, 9-18=-1109/308, 10-18=-78/1421, 11-18=-1050/298, 11-16=-68/562, 13-16=-489/219 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 11-1-9, Exterior(2R) 11-1-9 to 24-2-8, Interior(1) 24-2-8 to 30-10-8, Exterior(2R) 30-10-8 to 43-11-7, Interior(1) 43-11-7 to 51-6-10, Exterior(2E) 51-6-10 to 56-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=279, 14=279. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A6P Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992983 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:51:02 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-CpqLWIDQQ5EADkf3Kl0IrX?Vo7d3VAd??6v5d0zsnZN Scale = 1:94.4 1 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 28 29 30 31 32 33 34 35 36 37 38 39 6x6 2x4 4x8 4x8 2x4 2x4 6x8 4x4 5x9 5x9 2x4 5x6 6-5-16-5-1 12-1-65-8-5 20-9-48-7-14 29-5-28-7-14 38-0-48-7-2 38-1-00-0-12 42-11-114-10-10 48-7-155-8-5 55-1-06-5-1 -1-0-0 1-0-0 6-5-1 6-5-1 12-1-6 5-8-5 20-9-4 8-7-14 29-5-2 8-7-14 38-1-0 8-7-14 42-11-11 4-10-10 48-7-15 5-8-5 55-1-0 6-5-1 0-6-127-5-137-7-90-6-127-5-137.00 12 Plate Offsets (X,Y)-- [8:0-3-12,0-2-0], [17:0-1-8,0-2-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.73 0.54 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.26 0.06 (loc) 17-18 18-20 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 313 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins, except 2-0-0 oc purlins (3-6-5 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 5-17, 8-15 REACTIONS.(lb/size)11=383/Mechanical, 2=1614/0-3-8, 15=3030/0-3-8 (req. 0-5-14) Max Horz 2=200(LC 9) Max Uplift 11=-143(LC 13), 2=-195(LC 12), 15=-344(LC 9) Max Grav 11=807(LC 37), 2=1848(LC 33), 15=3745(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2805/295, 3-4=-2440/325, 4-5=-2095/309, 5-7=-1365/274, 7-8=-1365/274, 8-9=-136/424, 9-10=-209/501, 10-11=-1018/260 BOT CHORD 2-21=-368/2297, 20-21=-368/2297, 18-20=-411/2497, 17-18=-411/2497, 15-17=-913/163, 13-15=-913/163, 12-13=-134/794, 11-12=-134/794 WEBS 3-20=-853/229, 4-20=-1/600, 5-20=-517/380, 5-18=0/359, 5-17=-1458/180, 7-17=-780/262, 8-17=-422/2932, 8-15=-3531/424, 8-13=-125/1207, 9-13=-462/81, 10-13=-981/230, 10-12=0/282 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 5-8-7, Exterior(2R) 5-8-7 to 18-6-4, Interior(1) 18-6-4 to 36-6-12, Exterior(2R) 36-6-12 to 49-4-9, Interior(1) 49-4-9 to 50-6-10, Exterior(2E) 50-6-10 to 55-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) WARNING: Required bearing size at joint(s) 15 greater than input bearing size. 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) 11=143, 2=195, 15=344. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 22,2020 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 Sebastian_Master Truss A6Q Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992984 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:51:07 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-ZneEZ?HZFdsSKVY07IcTYaiN88JBAPMk9NdsJEzsnZI Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 30 31 32 33 34 35 36 37 38 39 40 41 5x6 2x4 4x8 4x8 2x4 2x4 6x8 4x4 6x8 5x9 2x4 5x6 7-5-1 7-5-1 14-1-6 6-8-5 22-1-0 7-11-10 30-0-10 7-11-10 38-0-4 7-11-10 38-0-5 0-0-1 40-11-11 2-11-6 47-7-15 6-8-5 55-1-0 7-5-1 -1-0-0 1-0-0 7-5-1 7-5-1 14-1-6 6-8-5 22-1-0 7-11-10 30-0-10 7-11-10 38-0-5 7-11-10 40-11-11 2-11-6 47-7-15 6-8-5 55-1-0 7-5-1 0-6-128-7-138-9-90-6-128-7-137.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-2-8], [13:0-3-0,Edge], [19:0-1-8,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.62 0.61 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.22 0.06 (loc) 19-20 20-22 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 325 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins, except 2-0-0 oc purlins (4-3-6 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-22, 6-22, 6-19, 12-15 2 Rows at 1/3 pts 9-17 REACTIONS.(lb/size)2=1634/0-3-8, 17=2955/0-3-8 (req. 0-5-10), 13=438/Mechanical Max Horz 2=232(LC 9) Max Uplift 2=-213(LC 12), 17=-248(LC 8), 13=-152(LC 13) Max Grav 2=1865(LC 33), 17=3599(LC 32), 13=779(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2935/301, 3-5=-2291/307, 5-6=-1939/323, 6-8=-1243/247, 8-9=-1243/247, 9-10=-104/458, 10-12=-138/550, 12-13=-1022/250 BOT CHORD 2-23=-356/2404, 22-23=-356/2404, 20-22=-351/2170, 19-20=-351/2170, 17-19=-658/169, 15-17=-658/169, 14-15=-112/801, 13-14=-112/801 WEBS 3-23=0/276, 3-22=-1034/268, 5-22=0/565, 6-22=-332/513, 6-20=0/330, 6-19=-1328/167, 8-19=-870/242, 9-19=-361/2708, 9-17=-3338/319, 9-15=-113/1167, 10-15=-502/60, 12-15=-1148/270, 12-14=0/335 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 7-5-1, Exterior(2R) 7-5-1 to 20-6-4, Interior(1) 20-6-4 to 34-6-12, Exterior(2R) 34-6-12 to 47-7-15, Interior(1) 47-7-15 to 50-6-10, Exterior(2E) 50-6-10 to 55-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) WARNING: Required bearing size at joint(s) 17 greater than input bearing size. 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) 2=213, 17=248, 13=152. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 22,2020 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 Sebastian_Master Truss A6R Truss Type HIP Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992985 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:51:14 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-s7Zu1OMybnlTfaaM1GE6L3VXUzdhJbEmmzpk2KzsnZB Scale = 1:100.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 17 37 38 39 40 41 42 43 44 5x12 MT18HS 6x8 3x4 3x4 3x6 4x4 5x9 8x12 4x8 2x4 5x6 5x6 4x4 4x4 4x4 2x4 6x6 6x12 MT20HS 5x9 2-7-82-7-8 6-1-33-5-11 9-6-133-5-11 13-0-83-5-11 16-1-53-0-14 23-8-37-6-14 31-4-137-8-10 38-2-06-9-3 38-11-110-9-10 46-7-157-8-5 55-1-08-5-1 -1-0-0 1-0-0 2-7-8 2-7-8 6-1-3 3-5-11 9-6-13 3-5-11 13-0-8 3-5-11 16-1-5 3-0-14 23-8-3 7-6-14 31-4-13 7-8-10 38-11-11 7-6-14 44-1-3 5-1-8 49-2-11 5-1-8 55-1-0 5-10-5 0-6-129-9-139-11-90-6-121-0-09-9-137.00 12 5.14 12 Plate Offsets (X,Y)-- [2:0-2-6,Edge], [5:0-3-0,Edge], [8:0-6-0,0-2-14], [26:0-2-12,0-3-0], [29:Edge,0-2-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.81 0.94 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.32 0.18 (loc) 27 26-27 20 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18HS Weight: 363 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-5: 2x4 SP DSS BOT CHORD 2x6 SPF No.2 *Except* 7-25: 2x4 SPF No.2, 2-29: 2x4 SP DSS WEBS 2x4 SPF No.2 *Except* 11-20: 2x4 SPF 1650F 1.5E SLIDER Left 2x4 SPF Stud -H 3-0-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins, except 2-0-0 oc purlins (5-4-12 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-24, 13-19, 12-20 2 Rows at 1/3 pts 9-21, 11-20 REACTIONS.(lb/size)20=3644/0-3-8 (req. 0-6-6), 16=-36/Mechanical, 2=1419/0-3-8 Max Horz 2=262(LC 11) Max Uplift 20=-235(LC 12), 16=-355(LC 46), 2=-191(LC 12) Max Grav 20=4068(LC 32), 16=379(LC 37), 2=1614(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3458/547, 3-4=-3301/397, 4-6=-2512/311, 6-7=-1955/280, 7-8=-1885/351, 8-9=-1378/289, 9-11=-225/613, 11-12=-143/1632, 12-13=-189/1807, 13-15=-393/1079, 15-16=-432/954 BOT CHORD 28-29=-754/4429, 27-28=-429/2809, 26-27=-349/2100, 7-26=-332/129, 23-24=-237/1268, 21-23=-237/1268, 20-21=-556/286, 19-20=-1459/289, 17-19=-1053/243, 16-17=-765/364, 2-29=-838/4923 WEBS 4-28=-66/575, 4-27=-901/201, 6-27=-78/642, 6-26=-966/215, 24-26=-218/1320, 8-26=-287/1505, 8-24=-904/198, 9-24=-167/942, 9-23=0/325, 9-21=-1640/199, 11-21=-68/1353, 11-20=-2855/389, 12-19=-103/468, 13-19=-1044/266, 13-17=-84/729, 15-17=-569/209, 3-29=-257/1660, 3-28=-1675/371, 12-20=-1671/189 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 9-6-13, Exterior(2R) 9-6-13 to 22-6-4, Interior(1) 22-6-4 to 32-6-12, Exterior(2R) 32-6-12 to 45-4-9, Interior(1) 45-4-9 to 50-6-10, Exterior(2E) 50-6-10 to 55-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 4x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) WARNING: Required bearing size at joint(s) 20 greater than input bearing size. 10) Refer to girder(s) for truss to truss connections.Continued on page 2 January 22,2020 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 Sebastian_Master Truss A6R Truss Type HIP Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992985 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:51:14 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-s7Zu1OMybnlTfaaM1GE6L3VXUzdhJbEmmzpk2KzsnZB NOTES- 11) Bearing at joint(s) 2 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) except (jt=lb) 20=235, 16=355, 2=191. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Sebastian_Master Truss A6S Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992986 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:51:22 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-df2vj8SziElKdoBvVyN_flqyHBK0BC4xbDl9LszsnZ3 Scale = 1:101.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 17 37 38 39 40 41 42 43 44 45 46 5x6 5x12 MT18HS 6x10 3x4 3x4 3x6 4x4 5x9 8x8 4x8 2x4 6x6 4x4 4x4 2x4 6x12 MT20HS 5x9 2-7-8 2-7-8 6-1-3 3-5-11 9-6-13 3-5-11 13-0-8 3-5-11 18-1-6 5-0-14 24-4-3 6-2-14 30-8-13 6-4-10 36-11-11 6-2-14 38-0-4 1-0-9 38-0-11 0-0-7 46-2-7 8-1-12 55-1-0 8-10-9 -1-0-0 1-0-0 2-7-8 2-7-8 6-1-3 3-5-11 9-6-13 3-5-11 13-0-8 3-5-11 18-1-6 5-0-14 24-4-3 6-2-14 30-8-13 6-4-10 36-11-11 6-2-14 42-9-3 5-9-8 48-6-11 5-9-8 55-1-0 6-6-5 0-6-1210-11-1311-1-90-6-121-0-010-11-137.00 12 5.14 12 Plate Offsets (X,Y)-- [2:0-3-6,0-3-4], [5:0-3-0,Edge], [8:0-2-0,0-2-12], [26:0-4-4,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.97 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.36 0.19 (loc) 7 26-27 19 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18HS Weight: 378 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-5: 2x4 SP DSS BOT CHORD 2x6 SPF No.2 *Except* 7-25: 2x4 SPF No.2, 2-29: 2x4 SP DSS WEBS 2x4 SPF No.2 *Except* 11-20: 2x4 SPF 1650F 1.5E SLIDER Left 2x4 SPF Stud -H 3-0-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, except 2-0-0 oc purlins (5-10-7 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-24, 10-21, 13-19 2 Rows at 1/3 pts 11-20, 12-19 REACTIONS.(lb/size)19=3415/0-3-8 (req. 0-5-15), 16=117/Mechanical, 2=1495/0-3-8 Max Horz 2=294(LC 11) Max Uplift 19=-256(LC 12), 16=-182(LC 35), 2=-206(LC 12) Max Grav 19=3774(LC 33), 16=410(LC 37), 2=1683(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3644/608, 3-4=-3510/447, 4-6=-2796/351, 6-7=-2157/299, 7-8=-2196/427, 8-10=-1305/308, 10-11=-584/308, 11-12=-30/1078, 12-13=-112/1679, 13-15=-311/861, 15-16=-347/747 BOT CHORD 28-29=-848/4614, 27-28=-460/3013, 26-27=-366/2350, 7-26=-531/202, 23-24=-237/1222, 21-23=-237/1222, 20-21=-297/584, 19-20=-1092/275, 17-19=-855/242, 16-17=-581/288, 2-29=-942/5139 WEBS 4-28=-75/569, 4-27=-842/213, 6-27=-86/611, 6-26=-914/205, 24-26=-217/1180, 8-26=-356/1668, 8-24=-869/221, 10-24=-177/955, 10-21=-1345/178, 11-21=-80/1352, 11-20=-2386/311, 12-20=-178/1465, 12-19=-2426/255, 13-19=-1064/305, 13-17=-110/669, 15-17=-558/231, 3-29=-292/1751, 3-28=-1655/401 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 11-8-7, Exterior(2R) 11-8-7 to 24-4-3, Interior(1) 24-4-3 to 30-6-12, Exterior(2R) 30-6-12 to 43-4-9, Interior(1) 43-4-9 to 50-6-10, Exterior(2E) 50-6-10 to 55-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 4x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) WARNING: Required bearing size at joint(s) 19 greater than input bearing size. 10) Refer to girder(s) for truss to truss connections.Continued on page 2 January 22,2020 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 Sebastian_Master Truss A6S Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39992986 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:51:22 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-df2vj8SziElKdoBvVyN_flqyHBK0BC4xbDl9LszsnZ3 NOTES- 11) Bearing at joint(s) 2 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) except (jt=lb) 19=256, 16=182, 2=206. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Sebastian_Master Truss A6T Truss Type Hip Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39992987 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:51:26 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-VRHQZVVUmTFm5QVgknSwqb?cxooK71KXWrjMUdzsnZ? Scale = 1:99.6 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 33 34 35 4x6 5x6 5x6 4x6 4x6 4x6 2x4 4x8 4x8 2x4 2x4 6x10 4x4 6x10 3x4 4x8 5x6 5x12 MT18HS 6x6 4x6 4x6 7-8-27-8-2 14-7-76-11-5 22-5-17-9-10 30-2-107-9-10 38-0-47-9-10 48-10-1410-10-10 55-1-06-2-2 -1-0-0 1-0-0 7-8-2 7-8-2 14-7-7 6-11-5 22-5-1 7-9-10 30-2-10 7-9-10 38-0-4 7-9-10 48-10-14 10-10-10 55-1-0 6-2-2 0-6-128-11-09-1-15-5-148-11-07.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-3-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.65 0.63 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.20 0.06 (loc) 19 19-20 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 345 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 5-7,9-11: 2x6 SP DSS BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-13: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-13 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,14-16. WEBS 1 Row at midpt 3-20, 6-20, 6-17, 8-17, 11-14 2 Rows at 1/3 pts 10-16 REACTIONS.(lb/size)2=1676/0-3-8, 16=2816/0-3-8 (req. 0-5-8), 13=522/Mechanical Max Horz 2=313(LC 11) Max Uplift 2=-220(LC 12), 16=-481(LC 9), 13=-92(LC 8) Max Grav 2=1912(LC 33), 16=3491(LC 32), 13=740(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3035/313, 3-5=-2214/313, 5-6=-1869/330, 6-8=-1119/262, 8-10=-1119/262, 10-11=-324/201, 11-12=-436/171, 12-13=-701/127 BOT CHORD 2-22=-406/2494, 20-22=-406/2494, 19-20=-383/2061, 17-19=-383/2061, 16-17=-419/125, 14-16=-419/125 WEBS 3-22=0/292, 3-20=-1065/276, 5-20=0/554, 6-20=-295/507, 6-19=0/329, 6-17=-1389/188, 8-17=-458/197, 10-17=-337/2140, 10-16=-3263/597, 10-14=-47/817, 11-14=-584/148, 12-14=-32/404 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 8-2-8, Exterior(2R) 8-2-8 to 21-0-6, Interior(1) 21-0-6 to 42-5-15, Exterior(2R) 42-5-15 to 50-4-14, Exterior(2E) 50-4-14 to 54-11-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) WARNING: Required bearing size at joint(s) 16 greater than input bearing size. 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) 13 except (jt=lb) 2=220, 16=481. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 22,2020 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 Sebastian_Master Truss A6U Truss Type Hip Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39992988 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:51:32 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-KaehpYaFMJ0vqLyq52YK3sFZ9DxuXl0PvmAhgHzsnYv Scale = 1:99.4 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 25 26 27 28 29 30 31 32 33 4x6 6x8 5x6 3x4 5x6 4x6 4x4 2x4 4x4 4x8 4x4 6x6 3x4 6x10 4x8 4x4 4x4 5x6 4x6 4x6 9-4-119-4-11 18-0-98-7-15 28-0-79-11-13 38-0-49-11-13 45-5-127-5-8 55-1-09-7-4 -1-0-0 1-0-0 6-6-1 6-6-1 12-3-5 5-9-4 18-0-9 5-9-4 28-0-7 9-11-13 38-0-4 9-11-13 45-5-12 7-5-8 50-1-10 4-7-14 55-1-0 4-11-6 0-6-1210-11-011-1-15-5-1410-11-07.00 12 Plate Offsets (X,Y)-- [2:0-6-2,0-0-6] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.99 0.24 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.21 0.04 (loc) 17-19 17-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 378 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 *Except* 7-17,9-16: 2x4 SPF 1650F 1.5E, 12-13: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 7-17, 9-17, 10-14, 11-14, 11-13 2 Rows at 1/3 pts 9-16 REACTIONS.(lb/size)2=1739/0-3-8, 16=2611/0-3-8, 13=665/Mechanical Max Horz 2=367(LC 11) Max Uplift 2=-246(LC 12), 16=-334(LC 9), 13=-112(LC 13) Max Grav 2=1958(LC 33), 16=3196(LC 32), 13=974(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3208/383, 3-5=-2929/384, 5-6=-1988/342, 6-7=-1710/349, 7-9=-1560/301, 9-10=-336/257, 10-11=-516/249, 12-13=-251/118 BOT CHORD 2-21=-439/2718, 19-21=-378/2149, 17-19=-315/1560, 16-17=-285/140, 14-16=-285/140, 13-14=-96/408 WEBS 3-21=-532/230, 5-21=-88/636, 5-19=-1040/294, 6-19=-14/416, 7-19=-148/860, 7-17=-1384/350, 9-17=-304/2173, 9-16=-2991/427, 9-14=-62/752, 10-14=-287/95, 11-14=-277/167, 11-13=-770/117 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 11-7-10, Exterior(2R) 11-7-10 to 24-5-8, Interior(1) 24-5-8 to 39-0-13, Exterior(2R) 39-0-13 to 50-3-0, Exterior(2E) 50-3-0 to 54-11-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=246, 16=334, 13=112. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A6V Truss Type Piggyback Base Qty 6 Ply 1 Sebastian_Master Job Reference (optional) I39992989 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:51:39 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-dxZLHyfeiSuw9P_A?0AzrK1tq2E2gv?RWMNYQNzsnYo Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 28 29 30 31 32 33 34 35 364x6 6x6 4x6 6x6 5x6 4x6 4x4 2x4 4x4 4x8 4x8 2x4 2x4 8x8 3x4 8x8 4x8 4x6 4x4 3x4 5x6 4x6 4x6 9-8-159-8-15 18-9-39-0-3 25-2-36-5-0 31-7-46-5-0 38-0-46-5-0 44-9-36-8-15 49-9-55-0-3 55-1-05-3-11 -1-0-0 1-0-0 6-8-14 6-8-14 12-9-1 6-0-2 18-9-3 6-0-2 25-2-3 6-5-0 31-7-4 6-5-0 38-0-4 6-5-0 44-9-3 6-8-15 49-9-5 5-0-3 55-1-0 5-3-11 0-6-1211-6-15-5-1411-6-17.00 12 Plate Offsets (X,Y)-- [2:0-6-6,0-0-6] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.51 0.59 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.21 0.06 (loc) 22-24 22-24 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 387 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 17-20: 2x6 SP DSS WEBS 2x4 SPF No.2 *Except* 6-22,7-21,9-19,10-18,11-16: 2x4 SPF 1650F 1.5E 13-14: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-0 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19,16-18. WEBS 1 Row at midpt 5-22, 7-19, 9-19, 11-16, 12-16 2 Rows at 1/3 pts 10-18 REACTIONS.(lb/size)2=1699/0-3-8, 18=2728/0-3-8, 14=583/Mechanical Max Horz 2=381(LC 11) Max Uplift 2=-239(LC 12), 18=-333(LC 9), 14=-102(LC 13) Max Grav 2=1914(LC 33), 18=3320(LC 32), 14=938(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3126/368, 3-5=-2850/369, 5-6=-1827/326, 6-7=-1538/333, 7-9=-935/247, 9-10=-935/247, 11-12=-433/237, 12-13=-577/180, 13-14=-891/141 BOT CHORD 2-24=-433/2648, 22-24=-363/2065, 21-22=-305/1522, 19-21=-305/1522, 18-19=-381/185, 16-18=-381/185, 15-16=-74/419 WEBS 3-24=-535/241, 5-24=-84/664, 5-22=-1125/312, 6-22=-20/456, 7-22=-142/783, 7-19=-1170/170, 9-19=-674/180, 10-19=-279/2032, 10-18=-3103/404, 10-16=-95/874, 11-16=-326/96, 12-16=-457/148, 12-15=-286/107, 13-15=-49/575 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-6 to 3-7-0, Interior(1) 3-7-0 to 12-4-4, Exterior(2R) 12-4-4 to 25-2-3, Interior(1) 25-2-3 to 38-4-4, Exterior(2R) 38-4-4 to 50-4-14, Exterior(2E) 50-4-14 to 54-11-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=239, 18=333, 14=102. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 22,2020 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 Sebastian_Master Truss A6Y Truss Type Piggyback Base Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39992990 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:51:51 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-GEIto2p9t8PDbFvTiXOnLsXwRtQpUK4CGEHBrhzsnYc Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 28 29 30 31 32 33 34 35 36 37 4x6 6x6 4x6 6x6 4x6 5x6 4x6 4x4 2x4 4x4 4x8 4x4 8x8 5x6 5x9 4x4 4x4 2x4 4x6 4x6 8-9-158-9-15 17-6-88-8-9 27-6-810-0-0 37-6-810-0-0 38-2-00-7-8 46-3-18-1-1 55-1-08-9-15 -1-0-0 1-0-0 5-11-1 5-11-1 11-8-13 5-9-11 17-6-8 5-9-11 24-2-8 6-8-0 30-10-8 6-8-0 37-6-8 6-8-0 43-4-3 5-9-11 49-1-15 5-9-11 55-1-0 5-11-1 0-6-1210-9-90-6-1210-9-97.00 12 Plate Offsets (X,Y)-- [2:0-6-6,0-0-6], [18:0-4-0,0-4-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.53 0.21 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.16 0.04 (loc) 19-21 19-21 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 359 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 *Except* 9-17: 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins, except 2-0-0 oc purlins (5-5-7 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 7-18, 11-17, 10-17 2 Rows at 1/3 pts 9-17 REACTIONS.(lb/size)2=1577/0-3-8, 17=3142/0-3-8, 14=309/Mechanical Max Horz 2=289(LC 11) Max Uplift 2=-226(LC 12), 17=-211(LC 13), 14=-109(LC 13) Max Grav 2=1787(LC 33), 17=3362(LC 33), 14=526(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2914/349, 3-5=-2632/341, 5-6=-1734/302, 6-7=-1461/311, 7-9=-1102/235, 9-10=0/862, 10-11=-19/1204, 11-13=-360/418, 13-14=-613/317 BOT CHORD 2-21=-400/2472, 19-21=-328/1898, 18-19=-294/1403, 17-18=-222/736, 15-17=-452/151, 14-15=-187/497 WEBS 3-21=-512/220, 5-21=-69/601, 5-19=-1065/298, 6-19=-11/390, 7-19=-122/837, 7-18=-981/191, 9-18=-58/1195, 9-17=-2421/327, 11-17=-1057/302, 11-15=-83/632, 13-15=-548/223, 10-17=-948/152 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 11-1-9, Exterior(2R) 11-1-9 to 24-2-8, Interior(1) 24-2-8 to 30-10-8, Exterior(2R) 30-10-8 to 43-11-7, Interior(1) 43-11-7 to 50-6-10, Exterior(2E) 50-6-10 to 55-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=226, 17=211, 14=109. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A6Z Truss Type Piggyback Base Qty 4 Ply 1 Sebastian_Master Job Reference (optional) I39992991 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:51:56 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-dC5msmsIih1Vi1nRV5_y2vElsu4J9aNxQV_yWuzsnYX Scale = 1:94.4 12 3 45 6 7 8 9 10 11 12 13 14 15 16 28 27 26 25 24 23 22 21 20 19 18 17 35 36 37 38 39 40 41 42 43 44 45 46 8x8 8x8 6x10 6x8 3x4 3x4 4x4 4x4 4x4 5x9 2x4 2x4 5x9 5x9 4x4 4x4 2x4 5x9 2-7-82-7-8 6-1-33-5-11 9-6-133-5-11 13-0-83-5-11 17-6-84-6-0 24-3-16-8-9 30-9-156-6-13 37-6-86-8-9 38-2-00-7-8 45-11-67-9-6 55-1-09-1-10 -1-0-0 1-0-0 2-7-8 2-7-8 6-1-3 3-5-11 9-6-13 3-5-11 13-0-8 3-5-11 17-6-8 4-6-0 24-3-1 6-8-9 30-9-15 6-6-13 37-6-8 6-8-9 43-1-12 5-7-4 48-9-0 5-7-4 55-1-0 6-4-0 0-6-1210-9-90-6-121-0-010-9-97.00 12 5.14 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [8:0-5-8,0-4-0], [12:0-6-0,0-4-4], [25:0-2-8,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.62 0.44 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.28 0.13 (loc) 25-26 25-26 19 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 375 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x4 SP DSS BOT CHORD 2x6 SP DSS *Except* 7-24: 2x4 SPF No.2, 21-24,16-18: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-19: 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-23, 8-22, 9-22, 13-19, 12-19 2 Rows at 1/3 pts 11-19 REACTIONS.(lb/size)19=3596/0-3-8 (req. 0-3-15), 16=-4/Mechanical, 2=1436/0-3-8 Max Horz 2=288(LC 11) Max Uplift 19=-256(LC 12), 16=-284(LC 46), 2=-200(LC 12) Max Grav 19=3889(LC 33), 16=338(LC 37), 2=1624(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4992/745, 3-5=-3421/437, 5-6=-2629/332, 6-7=-1995/283, 7-8=-2015/402, 8-9=-1108/252, 9-11=-1108/252, 11-12=-77/1468, 12-13=-126/1923, 13-15=-325/1057, 15-16=-369/922 BOT CHORD 27-28=-771/4211, 26-27=-451/2963, 25-26=-360/2215, 7-25=-480/187, 22-23=-238/1238, 20-22=-443/423, 19-20=-443/423, 17-19=-1019/250, 16-17=-733/309, 2-28=-811/4382 WEBS 5-27=-63/525, 5-26=-938/225, 6-26=-84/631, 6-25=-951/207, 23-25=-216/1122, 8-25=-340/1623, 8-22=-1000/178, 9-22=-829/215, 11-22=-173/1422, 11-20=0/262, 11-19=-2609/336, 13-19=-1059/295, 13-17=-90/689, 15-17=-578/228, 3-28=-188/1145, 3-27=-1282/329, 12-19=-1307/169 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 11-1-9, Exterior(2R) 11-1-9 to 23-11-7, Interior(1) 23-11-7 to 31-1-9, Exterior(2R) 31-1-9 to 43-11-7, Interior(1) 43-11-7 to 50-6-10, Exterior(2E) 50-6-10 to 55-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) WARNING: Required bearing size at joint(s) 19 greater than input bearing size. 9) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 January 22,2020 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 Sebastian_Master Truss A6Z Truss Type Piggyback Base Qty 4 Ply 1 Sebastian_Master Job Reference (optional) I39992991 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:51:56 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-dC5msmsIih1Vi1nRV5_y2vElsu4J9aNxQV_yWuzsnYX NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=256, 16=284, 2=200. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Sebastian_Master Truss A7 Truss Type Jack-Open Qty 169 Ply 1 Sebastian_Master Job Reference (optional) I39992992 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:51:58 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-ZbDWGRuYEIHDxKxqcW0Q7KK2Vingdg6EtpT3bnzsnYV Scale = 1:41.3 1 2 3 5 4 1.5x4 4x4 3x6 4x4 6-1-56-1-5 -1-0-0 1-0-0 2-7-13 2-7-13 6-1-5 3-5-9 0-11-127-1-16-6-1012.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.80 0.38 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.15 -0.01 (loc) 4-5 4-5 3 l/defl >919 >459 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-3-2 oc bracing. REACTIONS.(lb/size)5=351/0-3-8, 4=59/Mechanical, 3=197/Mechanical Max Horz 5=277(LC 10) Max Uplift 4=-13(LC 10), 3=-193(LC 10) Max Grav 5=351(LC 1), 4=119(LC 3), 3=223(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-292/4, 2-3=-274/146 BOT CHORD 4-5=-485/149 WEBS 2-4=-150/489 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=193. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A7A Truss Type Jack-Open Qty 4 Ply 1 Sebastian_Master Job Reference (optional) I39992993 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:52:00 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-WzKHh7wpmvXxBe5Ckw3uClPRDVQh5bWXL7y9ffzsnYT Scale = 1:36.6 1 2 3 4 7 6 5 5x6 4x4 5x6 2x4 1.5x4 2x4 4-11-54-11-5 6-1-51-2-0 -1-0-0 1-0-0 4-11-5 4-11-5 6-1-5 1-2-0 0-11-125-9-65-11-10-3-85-9-612.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [3:0-3-9,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.59 0.48 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.16 0.00 (loc) 6-7 6-7 5 l/defl >368 >428 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=350/0-3-8, 5=254/0-1-8 Max Horz 7=230(LC 10) Max Uplift 5=-142(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-268/52 WEBS 3-6=-158/302 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=142. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A7B Truss Type Jack-Open Qty 4 Ply 1 Sebastian_Master Job Reference (optional) I39992994 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:52:03 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-wY0PK9yh3qwW26qnP3cbqO1?cjRDIyfz15BqG_zsnYQ Scale = 1:29.1 1 2 3 4 7 6 5 3x4 4x4 5x6 2x4 1.5x4 2x4 3-9-53-9-5 6-1-52-4-0 -1-0-0 1-0-0 3-9-5 3-9-5 6-1-5 2-4-0 0-11-124-7-64-9-10-3-84-7-612.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [3:0-3-9,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.39 0.55 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.18 0.00 (loc) 6-7 6-7 5 l/defl >365 >382 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=350/0-3-8, 5=254/0-1-8 Max Horz 7=181(LC 10) Max Uplift 7=-10(LC 10), 5=-85(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A7C Truss Type Jack-Open Qty 4 Ply 1 Sebastian_Master Job Reference (optional) I39992995 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:52:04 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-OkanXVzJp82NfFOzzm7qMbaBH7nj1P47GlwNpQzsnYP Scale = 1:22.0 1 2 3 4 7 6 5 3x4 4x4 5x6 2x4 1.5x4 1.5x4 2-7-52-7-5 6-1-53-6-0 -1-0-0 1-0-0 2-7-5 2-7-5 6-1-5 3-6-0 0-11-123-5-63-7-13-5-60-3-812.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [3:0-3-9,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.33 0.53 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.18 0.00 (loc) 5-6 5-6 5 l/defl >462 >397 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=350/0-3-8, 5=254/0-1-8 Max Horz 7=132(LC 10) Max Uplift 7=-32(LC 10), 5=-64(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A7D Truss Type Jack-Open Girder Qty 4 Ply 1 Sebastian_Master Job Reference (optional) I39992996 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:52:05 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-sx8AlrzxaSAEHPzAXUe3vp6F2W6XmsUGUPgwLtzsnYO Scale = 1:16.6 1 2 3 7 6 8 9 4 10 11 5 1.5x4 2x4 5x6 1.5x4 1-5-51-5-5 6-1-54-8-0 -1-0-0 1-0-0 1-5-5 1-5-5 6-1-5 4-8-0 0-11-122-3-62-5-12-3-61-11-1412.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.78 0.62 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.21 0.23 (loc) 5-6 5-6 4 l/defl >581 >343 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=441/0-3-8, 4=231/Mechanical, 5=120/Mechanical Max Horz 7=82(LC 8) Max Uplift 7=-71(LC 8), 4=-86(LC 5) Max Grav 7=441(LC 1), 4=231(LC 1), 5=122(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 84 lb down and 59 lb up at 2-2-1, and 87 lb down and 59 lb up at 4-2-1 on top chord, and 31 lb down at 2-2-1, and 31 lb down at 4-2-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 8=-62(B) 9=-62(B) 10=-31(B) 11=-31(B) January 22,2020 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 Sebastian_Master Truss A8 Truss Type Piggyback Base Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39992997 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:52:11 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-h5VR?u2iAIwN?KRJtklT84MDIx8mAOJ9tL7FYWzsnYI Scale = 1:88.0 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 23 24 25 26 27 28 3x8 MT18HS 3x6 3x8 MT18HS 3x4 5x6 5x9 6x10 2x4 2x4 5x6 6x8 6x8 1.5x4 4x8 1.5x4 6x10 3x4 4x4 6x6 4x8 6x6 3x6 6-9-36-9-3 13-4-16-6-14 19-9-36-5-2 26-2-56-5-2 33-0-86-10-3 40-9-87-9-0 43-1-02-3-8 6-9-3 6-9-3 13-4-1 6-6-14 19-9-3 6-5-2 26-2-5 6-5-2 32-9-3 6-6-14 36-9-5 4-0-3 40-9-8 4-0-3 43-1-0 2-3-8 7-6-1211-6-25-5-141-0-011-6-17.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-5-0,0-1-12], [7:0-2-10,0-2-0], [13:0-4-0,0-2-8], [14:0-2-12,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.99 0.70 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.33 0.13 (loc) 16-18 13-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 286 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF 2100F 1.8E, 2-4: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 *Except* 19-22: 2x4 SPF 2100F 1.8E, 9-12: 2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 11-13,10-13: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-21, 2-20, 3-20, 5-20, 5-16, 6-16, 6-14, 8-13, 1-22, 10-11 REACTIONS.(lb/size)22=1926/0-3-8, 11=1926/0-3-8 Max Horz 22=-400(LC 10) Max Uplift 22=-184(LC 9), 11=-158(LC 8) Max Grav 22=2351(LC 31), 11=2171(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1538/280, 2-3=-2223/335, 3-5=-2223/335, 5-6=-2442/361, 6-7=-1888/341, 7-8=-2216/353, 8-9=-971/240, 9-10=-925/170, 1-22=-2296/242, 10-11=-2152/179 BOT CHORD 21-22=-325/341, 20-21=-349/1301, 18-20=-426/2565, 16-18=-426/2565, 7-14=-32/663, 13-14=-158/1558, 9-13=-409/163 WEBS 2-21=-1300/273, 2-20=-325/1823, 3-20=-848/222, 5-20=-689/157, 5-16=-251/130, 14-16=-346/2422, 6-14=-1011/230, 8-14=-172/757, 8-13=-1615/182, 1-21=-239/1928, 10-13=-147/1843 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 13-4-1, Interior(1) 13-4-1 to 26-2-5, Exterior(2R) 26-2-5 to 38-4-14, Exterior(2E) 38-4-14 to 42-11-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=184, 11=158. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A8A Truss Type Piggyback Base Qty 6 Ply 1 Sebastian_Master Job Reference (optional) I39992998 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:52:15 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-ZskyrF5DEWQpUyk56aqPJwXyjYVk6CWknz5ShIzsnYE Scale = 1:84.5 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 24 25 3x8 MT18HS 3x6 3x8 MT18HS5x6 6x8 6x8 1.5x4 4x8 1.5x4 1.5x4 5x9 5x6 4x4 4x6 5x6 6x6 3x8 MT18HS 4x6 3x6 6-9-36-9-3 13-2-56-5-2 19-9-36-6-14 26-4-16-6-14 32-9-36-5-2 37-9-55-0-3 43-1-05-3-11 6-9-3 6-9-3 13-2-5 6-5-2 19-9-3 6-6-14 26-4-1 6-6-14 32-9-3 6-5-2 37-9-5 5-0-3 43-1-0 5-3-11 7-6-1211-6-15-5-1411-6-17.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-5-0,0-1-12], [7:0-4-0,0-2-4], [9:0-3-0,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.83 0.70 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.29 0.09 (loc) 15 14-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 274 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 1-2: 2x4 SPF 2100F 1.8E, 7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-19: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 9-11: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-3 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. WEBS 1 Row at midpt 2-18, 2-17, 3-17, 5-17, 5-14, 6-14, 7-14, 7-12, 8-11, 1-19, 9-10 REACTIONS.(lb/size)19=1926/0-3-8, 10=1926/0-3-8 Max Horz 19=-400(LC 10) Max Uplift 19=-183(LC 9), 10=-158(LC 8) Max Grav 19=2351(LC 31), 10=2171(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1538/278, 2-3=-2208/332, 3-5=-2208/332, 5-6=-2430/358, 6-7=-2430/358, 7-8=-2037/350, 8-9=-1523/255, 1-19=-2295/239, 9-10=-2121/241 BOT CHORD 18-19=-326/341, 17-18=-350/1301, 15-17=-427/2569, 14-15=-427/2569, 12-14=-217/1731, 11-12=-110/1279 WEBS 2-18=-1301/272, 2-17=-325/1825, 3-17=-842/221, 5-17=-714/161, 5-15=0/261, 5-14=-276/132, 6-14=-848/218, 7-14=-288/1405, 7-12=-637/242, 8-12=-205/876, 8-11=-1193/137, 1-18=-239/1927, 9-11=-102/1809 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 13-2-5, Interior(1) 13-2-5 to 26-4-1, Exterior(2R) 26-4-1 to 38-4-14, Exterior(2E) 38-4-14 to 42-11-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=183, 10=158. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A8B Truss Type Piggyback Base Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39992999 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:52:20 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-wpYruz9M2335ajd2v7Qa0zEptZAonSbTxEoDNVzsnY9 Scale = 1:89.3 1 2 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 18 17 16 15 14 13 12 25 26 27 28 29 30 31 5x9 3x6 2x4 5x6 4x6 3x4 3x4 6x8 5x9 6x10 2x4 2x4 5x6 6x10 1.5x4 6x10 5x9 4x8 4x4 6x6 8x8 4x8 6x6 3x6 2-3-82-3-8 6-9-34-5-11 12-2-135-5-11 17-8-85-5-11 25-2-137-6-5 33-0-87-9-11 40-9-87-9-0 43-1-02-3-8 2-3-8 2-3-8 6-9-3 4-5-11 12-2-13 5-5-11 17-8-8 5-5-11 25-2-13 7-6-5 32-9-3 7-6-5 36-9-5 4-0-3 40-9-8 4-0-3 43-1-0 2-3-8 7-6-1211-6-15-5-141-0-011-6-17.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-6-12,0-2-0], [8:0-5-8,0-2-0], [14:0-4-0,0-2-8], [15:0-2-12,0-3-0], [19:0-6-4,0-3-4], [22:0-5-8,0-3-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.80 0.77 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.33 0.18 (loc) 19-20 14-15 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 308 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 23-24,12-13: 2x4 SPF 2100F 1.8E, 10-13: 2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 1-22,22-24,11-14,12-14: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-14 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 2-22 WEBS 1 Row at midpt 3-21, 4-20, 6-20, 7-17, 7-15, 9-14, 1-24, 11-12 REACTIONS.(lb/size)24=1926/0-3-8, 12=1926/0-3-8 Max Horz 24=-400(LC 10) Max Uplift 24=-184(LC 9), 12=-158(LC 8) Max Grav 24=2351(LC 31), 12=2171(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-735/213, 2-3=-1699/294, 3-4=-2301/349, 4-6=-2301/349, 6-7=-2754/370, 7-8=-1892/340, 8-9=-2214/350, 9-10=-973/239, 10-11=-925/169, 1-24=-2298/365, 11-12=-2152/177 BOT CHORD 2-22=-1851/255, 21-22=-362/682, 20-21=-382/1421, 19-20=-478/2757, 6-19=0/253, 8-15=-19/609, 14-15=-158/1557, 10-14=-410/163 WEBS 2-21=-270/1521, 3-21=-1186/284, 3-20=-322/1864, 4-20=-698/180, 6-20=-946/199, 17-19=-375/2407, 7-19=-171/415, 7-17=-489/204, 15-17=-364/2471, 7-15=-1032/234, 9-15=-173/765, 9-14=-1611/181, 1-22=-244/1983, 22-24=-348/364, 11-14=-146/1844 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 13-2-1, Interior(1) 13-2-1 to 26-4-4, Exterior(2R) 26-4-4 to 38-4-14, Exterior(2E) 38-4-14 to 42-11-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=184, 12=158. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A8C Truss Type Piggyback Base Qty 15 Ply 1 Sebastian_Master Job Reference (optional) I39993000 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:52:25 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-HnLkxgDUtbhOgUV0ig?lj1xfSau_SirD5WW_2izsnY4 Scale = 1:88.3 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 23 24 25 26 27 28 29 5x9 3x6 6x6 2x4 5x6 4x6 3x4 3x6 5x6 6x10 1.5x4 6x6 5x9 4x8 4x8 4x6 5x6 3x8 MT18HS 4x6 4x8 8x8 6x6 2-3-82-3-8 6-9-34-5-11 12-2-135-5-11 17-8-85-5-11 25-2-137-6-5 32-9-37-6-5 37-9-55-0-3 43-1-05-3-11 2-3-8 2-3-8 6-9-3 4-5-11 12-2-13 5-5-11 17-8-8 5-5-11 25-2-13 7-6-5 32-9-3 7-6-5 37-9-5 5-0-3 43-1-0 5-3-11 7-6-1211-6-15-5-141-0-011-6-17.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-6-12,0-2-0], [8:0-3-0,0-2-5], [10:0-3-0,0-1-8], [17:0-6-4,0-3-4], [20:0-5-8,0-3-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.82 0.77 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.33 0.15 (loc) 17-18 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 295 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 21-22: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 10-12,20-22,1-20: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-14 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 8-6-8 oc bracing. Except: 1 Row at midpt 2-20 WEBS 1 Row at midpt 3-19, 4-18, 6-18, 7-15, 9-12, 1-22, 10-11 2 Rows at 1/3 pts 7-14 REACTIONS.(lb/size)11=1926/0-3-8, 22=1926/0-3-8 Max Horz 22=-400(LC 10) Max Uplift 11=-158(LC 8), 22=-183(LC 9) Max Grav 11=2171(LC 31), 22=2351(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-735/213, 2-3=-1700/294, 3-4=-2301/349, 4-6=-2301/349, 6-7=-2754/369, 7-8=-1753/343, 8-9=-2057/348, 9-10=-1522/255, 1-22=-2298/366, 10-11=-2121/241 BOT CHORD 2-20=-1851/255, 19-20=-362/682, 18-19=-383/1421, 17-18=-478/2757, 6-17=0/253, 14-15=-379/2510, 12-14=-110/1277 WEBS 2-19=-269/1520, 3-19=-1186/284, 3-18=-321/1864, 4-18=-698/180, 6-18=-945/199, 15-17=-378/2407, 7-17=-169/415, 7-14=-1378/291, 8-14=-13/527, 9-14=-208/885, 9-12=-1189/136, 10-12=-101/1806, 20-22=-349/364, 1-20=-244/1983 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 13-2-1, Interior(1) 13-2-1 to 26-4-4, Exterior(2R) 26-4-4 to 38-4-14, Exterior(2E) 38-4-14 to 42-11-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 8 = 16% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=158, 22=183. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A8D Truss Type Piggyback Base Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993001 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:52:29 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-9YbEn2G?xqBq95pnxW4htt6IvCEKOUzo?8UCBUzsnY0 Scale = 1:82.5 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 27 28 29 30 31 32 33 5x12 MT18HS 3x6 7x12 MT18HS 3x6 3x4 3x8 MT18HS 3x4 2x4 8x12 8x16 MT20HS6x8 4x4 3x4 3x4 4x8 5x6 6x10 5x9 1.5x4 5x6 6x12 MT20HS 3x8 MT18HS 5-6-85-6-8 15-6-810-0-0 25-6-810-0-0 29-3-83-9-0 33-0-83-9-0 36-11-03-10-8 40-9-83-10-8 43-1-02-3-8 5-6-8 5-6-8 12-2-8 6-8-0 18-10-8 6-8-0 25-6-8 6-8-0 29-3-8 3-9-0 33-0-8 3-9-0 36-11-0 3-10-8 40-9-8 3-10-8 43-1-0 2-3-8 7-6-1210-9-90-6-121-0-010-9-97.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [2:0-9-0,0-1-12], [6:0-9-0,0-1-12], [10:0-4-8,0-2-4], [11:0-1-12,0-1-0], [12:0-4-1,0-2-6], [17:0-3-0,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.98 0.87 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.56 0.27 (loc) 15 18-20 12 l/defl >999 >924 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18HS Weight: 252 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 1650F 1.5E, 8-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 9-16: 2x4 SPF Stud, 19-21: 2x4 SPF No.2, 12-13: 2x6 SP DSS WEBS 2x4 SPF No.2 *Except* 15-17,10-15,10-14,11-13: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-22, 5-20, 5-18, 7-18, 7-17, 1-23 2 Rows at 1/3 pts 3-22 REACTIONS.(lb/size)23=1932/0-3-8, 12=1932/0-3-8 Max Horz 23=-387(LC 10) Max Uplift 23=-143(LC 8), 12=-232(LC 13) Max Grav 23=2272(LC 31), 12=2162(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1354/278, 2-3=-1140/279, 3-5=-2304/359, 5-6=-2219/392, 6-7=-2576/414, 7-9=-3800/502, 9-10=-3868/404, 10-11=-7402/828, 11-12=-7647/771, 1-23=-2236/255 BOT CHORD 22-23=-229/322, 20-22=-251/2089, 18-20=-201/2454, 17-18=-133/2349, 9-15=-379/157, 14-15=-306/4201, 13-14=-306/4200, 12-13=-641/6751 WEBS 3-22=-1800/310, 3-20=-45/737, 5-20=-519/174, 5-18=-446/417, 6-18=-83/847, 7-18=-1004/279, 7-17=-575/58, 15-17=-127/2259, 7-15=-259/1915, 10-15=-1200/211, 10-14=0/266, 1-22=-217/1879, 11-13=0/440, 10-13=-381/2778 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 12-2-8, Interior(1) 12-2-8 to 18-10-8, Exterior(2R) 18-10-8 to 31-11-7, Interior(1) 31-11-7 to 38-6-10, Exterior(2E) 38-6-10 to 43-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=143, 12=232. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 22,2020 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 Sebastian_Master Truss A8E Truss Type Piggyback Base Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993002 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:52:45 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-hdYH8WS1AkCY4Z1sttMSXFm1teh68kJ9hdM2kYzsnXm Scale = 1:77.5 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 21 22 23 24 25 26 27 5x12 MT18HS 3x6 5x12 MT18HS 3x6 3x4 3x6 6x8 4x4 3x4 3x4 4x8 3x4 4x4 1.5x4 5x6 5x6 4x8 5-6-85-6-8 15-6-810-0-0 25-6-810-0-0 34-3-18-8-9 43-1-08-9-15 5-6-8 5-6-8 12-2-8 6-8-0 18-10-8 6-8-0 25-6-8 6-8-0 31-4-3 5-9-11 37-1-15 5-9-11 43-1-0 5-11-1 7-6-1210-9-90-6-1210-9-97.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [2:0-9-0,0-1-12], [6:0-9-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.98 0.87 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.45 0.12 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 229 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 *Except* 15-17: 2x4 SPF 2100F 1.8E, 10-12: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-11: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 5-14, 5-13, 7-13, 1-17 2 Rows at 1/3 pts 3-16 REACTIONS.(lb/size)17=1932/0-3-8, 10=1932/0-3-8 Max Horz 17=-387(LC 10) Max Uplift 17=-143(LC 8), 10=-232(LC 13) Max Grav 17=2272(LC 31), 10=2162(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1354/278, 2-3=-1140/279, 3-5=-2304/359, 5-6=-2218/393, 6-7=-2605/396, 7-9=-3429/402, 9-10=-3726/404, 1-17=-2236/255 BOT CHORD 16-17=-229/322, 14-16=-251/2089, 13-14=-201/2454, 11-13=-169/2603, 10-11=-259/3138 WEBS 3-16=-1800/310, 3-14=-45/734, 5-14=-517/173, 5-13=-447/429, 6-13=-43/835, 7-13=-1047/296, 7-11=-71/573, 9-11=-491/220, 1-16=-217/1879 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 12-2-8, Interior(1) 12-2-8 to 18-10-8, Exterior(2R) 18-10-8 to 31-11-7, Interior(1) 31-11-7 to 38-6-10, Exterior(2E) 38-6-10 to 43-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=143, 10=232. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A8F Truss Type Piggyback Base Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993003 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:53:04 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-eHCT70hyhacssT_VUNCvoF3HiJB64OBy34TYvyzsnXT Scale = 1:85.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 32 3334 35 36 37 38 39 40 5x9 3x6 5x6 3x6 2x4 5x6 4x6 2x4 2x4 2x4 8x12 8x16 MT20HS5x6 6x10 1.5x4 4x8 6x6 4x8 4x8 6x8 5x6 1.5x4 5x9 6x12 MT20HS6x6 4x8 5x9 2-3-82-3-8 5-6-83-3-0 11-7-86-1-0 17-8-86-1-0 21-7-83-11-0 25-6-83-11-0 29-3-83-9-0 33-0-83-9-0 36-11-03-10-8 40-9-83-10-8 43-1-02-3-8 2-3-8 2-3-8 5-6-8 3-3-0 11-7-8 6-1-0 17-8-8 6-1-0 21-7-8 3-11-0 25-6-8 3-11-0 29-3-8 3-9-0 33-0-8 3-9-0 36-11-0 3-10-8 40-9-8 3-10-8 43-1-0 2-3-8 7-6-1210-9-90-6-121-0-010-9-97.00 12 6.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-6-8,0-2-0], [8:0-3-0,0-1-12], [9:0-3-8,0-1-8], [12:0-4-8,0-2-4], [13:0-1-12,0-1-0], [14:0-4-1,0-2-6], [23:0-6-4,0-3-4], [26:0-5-8,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 1.00 0.83 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.56 0.31 (loc) 17 17 14 l/defl >999 >926 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 303 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF Stud *Except* 3-5,5-8: 2x4 SPF No.2, 10-14: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 27-28,15-17: 2x4 SPF 2100F 1.8E, 14-15: 2x6 SP DSS WEBS 2x4 SPF No.2 *Except* 13-15: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 2-26 WEBS 1 Row at midpt 3-25, 4-24, 6-24, 9-20, 9-19, 1-28, 7-21, 7-20 REACTIONS.(lb/size)28=1932/0-3-8, 14=1932/0-3-8 Max Horz 28=-387(LC 10) Max Uplift 28=-143(LC 8), 14=-232(LC 13) Max Grav 28=2272(LC 31), 14=2162(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-712/208, 2-3=-1449/281, 3-4=-2253/344, 4-6=-2253/344, 6-7=-2678/380, 7-8=-2201/390, 8-9=-2569/416, 9-11=-3797/501, 11-12=-3868/404, 12-13=-7400/827, 13-14=-7646/770, 1-28=-2221/243 BOT CHORD 2-26=-1790/249, 25-26=-231/648, 24-25=-230/1224, 23-24=-225/2687, 6-23=-30/481, 20-21=-145/2406, 19-20=-127/2355, 11-17=-375/155, 16-17=-307/4202, 15-16=-307/4201, 14-15=-640/6750 WEBS 2-25=-253/1514, 3-25=-1280/283, 3-24=-293/1908, 4-24=-823/210, 6-24=-792/140, 8-20=-106/999, 9-20=-1039/262, 9-19=-535/80, 17-19=-118/2281, 9-17=-261/1904, 26-28=-255/339, 1-26=-130/1907, 12-16=0/265, 12-17=-1202/211, 13-15=0/442, 7-21=-562/84, 21-23=-129/2414, 7-23=-214/734, 7-20=-607/314, 12-15=-380/2775 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 11-11-7, Interior(1) 11-11-7 to 19-1-9 , Exterior(2R) 19-1-9 to 31-11-7, Interior(1) 31-11-7 to 38-6-10, Exterior(2E) 38-6-10 to 43-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 28=143, 14=232. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.Continued on page 2 January 22,2020 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 Sebastian_Master Truss A8F Truss Type Piggyback Base Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993003 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:53:06 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-agKEYhjCDBsa5n8uboENtg8dB6taYIgFWOyf_qzsnXR NOTES- 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 Sebastian_Master Truss A8G Truss Type Piggyback Base Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39993004 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:53:31 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-LUKgoF0uKt?1bdYhZYBEOygvWBP4vajwGnVUMuzsnX2 Scale = 1:84.5 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 28 2930 31 32 33 34 35 36 5x9 3x6 5x6 3x6 2x4 5x6 4x6 2x4 4x8 5x6 6x10 1.5x4 6x6 5x9 4x8 4x8 3x6 3x4 3x6 2x4 4x8 8x8 6x6 5x6 2-3-82-3-8 5-6-83-3-0 11-7-86-1-0 17-8-86-1-0 21-7-83-11-0 25-6-83-11-0 31-4-35-9-11 37-1-155-9-11 43-1-05-11-1 2-3-8 2-3-8 5-6-8 3-3-0 11-7-8 6-1-0 17-8-8 6-1-0 21-7-8 3-11-0 25-6-8 3-11-0 31-4-3 5-9-11 37-1-15 5-9-11 43-1-0 5-11-1 7-6-1210-9-90-6-121-0-010-9-97.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [3:0-6-8,0-2-0], [8:0-3-8,0-2-0], [19:0-6-4,0-3-4], [22:0-5-8,0-3-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.90 0.79 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.38 0.17 (loc) 19-20 19-20 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 283 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 23-24: 2x4 SPF 2100F 1.8E, 12-14: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-15,11-15,11-13,22-24,1-22: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 2-22 WEBS 1 Row at midpt 3-21, 4-20, 6-20, 7-17, 7-16, 9-16, 1-24 REACTIONS.(lb/size)24=1932/0-3-8, 12=1932/0-3-8 Max Horz 24=-387(LC 10) Max Uplift 24=-143(LC 8), 12=-232(LC 13) Max Grav 24=2272(LC 31), 12=2162(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-713/209, 2-3=-1448/280, 3-4=-2252/344, 4-6=-2252/344, 6-7=-2676/381, 7-8=-2205/392, 8-9=-2596/396, 9-11=-3176/362, 11-12=-3706/388, 1-24=-2218/242 BOT CHORD 2-22=-1787/249, 21-22=-231/647, 20-21=-230/1225, 19-20=-225/2685, 6-19=-28/475, 16-17=-145/2405, 15-16=-155/2606, 13-15=-244/3120, 12-13=-244/3119 WEBS 2-21=-254/1519, 3-21=-1284/283, 3-20=-292/1906, 4-20=-821/210, 6-20=-790/140, 17-19=-130/2410, 7-19=-212/733, 7-17=-570/78, 7-16=-592/345, 8-16=-55/969, 9-16=-1065/273, 9-15=-27/430, 11-15=-609/194, 22-24=-255/338, 1-22=-128/1899 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 11-11-7, Interior(1) 11-11-7 to 19-1-9 , Exterior(2R) 19-1-9 to 31-11-7, Interior(1) 31-11-7 to 38-6-10, Exterior(2E) 38-6-10 to 43-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=143, 12=232. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A8H Truss Type Piggyback Base Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39993005 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:53:55 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-e5nlqSJxgF1dTJOJzadsM?g0SsasXQgSnWJlCVzsnWg Scale = 1:85.5 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 28 2930 31 32 33 34 35 36 5x9 3x6 5x6 3x6 2x4 5x6 4x6 2x4 3x8 MT18HS5x6 6x10 1.5x4 4x8 3x4 3x4 1.5x4 6x8 4x8 8x8 6x6 6x6 4x8 5x9 2-3-82-3-8 5-6-83-3-0 11-7-86-1-0 17-8-86-1-0 21-7-83-11-0 25-6-83-11-0 34-3-18-8-9 43-1-08-9-15 2-3-8 2-3-8 5-6-8 3-3-0 11-7-8 6-1-0 17-8-8 6-1-0 21-7-8 3-11-0 25-6-8 3-11-0 31-4-3 5-9-11 37-1-15 5-9-11 43-1-0 5-11-1 44-1-0 1-0-0 7-6-1210-9-90-6-121-0-010-9-97.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [3:0-6-8,0-2-0], [8:0-4-0,0-2-4], [12:0-5-6,0-0-13], [12:0-1-2,0-2-10], [12:0-0-11,0-0-6], [19:0-6-4,0-3-4], [22:0-5-8,0-3-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.90 0.84 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.49 0.19 (loc) 14-16 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 274 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 23-24: 2x4 SPF 2100F 1.8E, 12-15: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 11-14,22-24,1-22: 2x4 SPF Stud WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 2-22 WEBS 1 Row at midpt 3-21, 4-20, 6-20, 9-16, 1-24, 7-17, 7-16 REACTIONS.(lb/size)12=2003/0-3-8, 24=1931/0-3-8 Max Horz 24=-397(LC 10) Max Uplift 12=-256(LC 13), 24=-143(LC 8) Max Grav 12=2233(LC 33), 24=2272(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-713/204, 2-3=-1448/276, 3-4=-2252/339, 4-6=-2252/339, 6-7=-2677/375, 7-8=-2211/384, 8-9=-2603/388, 9-11=-3378/397, 11-12=-3653/395, 1-24=-2217/239 BOT CHORD 2-22=-1786/250, 21-22=-223/664, 20-21=-223/1224, 19-20=-218/2686, 6-19=-27/476, 16-17=-139/2403, 14-16=-131/2587, 12-14=-229/3060 WEBS 2-21=-255/1518, 3-21=-1283/284, 3-20=-292/1906, 4-20=-821/210, 6-20=-792/140, 8-16=-52/977, 9-16=-1029/293, 9-14=-64/530, 11-14=-436/215, 22-24=-260/349, 1-22=-125/1899, 7-17=-601/66, 17-19=-126/2405, 7-19=-209/741, 7-16=-569/366 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 11-11-7, Interior(1) 11-11-7 to 19-1-9 , Exterior(2R) 19-1-9 to 31-11-7, Interior(1) 31-11-7 to 39-6-10, Exterior(2E) 39-6-10 to 44-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=256, 24=143. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 22,2020 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 Sebastian_Master Truss A8J Truss Type Piggyback Base Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993006 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:54:06 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-pDyv8CRr5dP3I?jQ6OJRJKdtRILscNN4JkUq4MzsnWV Scale = 1:79.5 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 22 23 24 25 26 27 28 5x12 MT18HS 3x6 5x12 MT18HS 3x6 3x4 3x6 6x8 4x4 3x4 3x4 4x8 3x4 3x4 1.5x4 5x6 6x6 3x8 MT18HS 5-6-85-6-8 15-6-810-0-0 25-6-810-0-0 34-3-18-8-9 43-1-08-9-15 5-6-8 5-6-8 12-2-8 6-8-0 18-10-8 6-8-0 25-6-8 6-8-0 31-4-3 5-9-11 37-1-15 5-9-11 43-1-0 5-11-1 44-1-0 1-0-0 7-6-1210-9-90-6-1210-9-97.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [2:0-9-0,0-1-12], [6:0-9-0,0-1-12], [10:0-0-11,0-0-6], [10:0-5-6,0-0-13], [10:Edge,0-2-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.98 0.88 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.43 0.14 (loc) 12-14 14-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 222 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SPF 2100F 1.8E, 10-13: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 9-12: 2x4 SPF Stud WEDGE Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-17, 5-15, 5-14, 7-14, 1-18 2 Rows at 1/3 pts 3-17 REACTIONS.(lb/size)18=1931/0-3-8, 10=2003/0-3-8 Max Horz 18=-397(LC 10) Max Uplift 18=-143(LC 8), 10=-256(LC 13) Max Grav 18=2272(LC 32), 10=2233(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1354/276, 2-3=-1140/278, 3-5=-2303/357, 5-6=-2220/388, 6-7=-2608/391, 7-9=-3375/398, 9-10=-3650/397, 1-18=-2236/253 BOT CHORD 17-18=-235/333, 15-17=-244/2088, 14-15=-195/2454, 12-14=-135/2588, 10-12=-230/3059 WEBS 3-17=-1798/310, 3-15=-45/732, 5-15=-521/172, 5-14=-444/431, 6-14=-42/839, 7-14=-1024/296, 7-12=-69/521, 9-12=-437/215, 1-17=-217/1879 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 12-2-8, Interior(1) 12-2-8 to 18-10-8, Exterior(2R) 18-10-8 to 31-11-7, Interior(1) 31-11-7 to 39-6-10, Exterior(2E) 39-6-10 to 44-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=143, 10=256. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 22,2020 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 Sebastian_Master Truss A8K Truss Type Hip Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39993007 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:54:19 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-xjEqsfb?1d2DM?DwNd2UK3f57XnZ9GO_IF7026zsnWI Scale = 1:86.2 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 7x12 MT18HS 3x12 MT18HS 8x8 3x6 3x8 MT18HS 3x6 3x4 2x4 8x12 8x16 MT20HS6x8 4x4 4x4 3x4 10x10 5x6 5x6 1.5x4 5x9 6x12 MT20HS 3x6 6-1-66-1-6 15-6-89-5-3 24-11-119-5-3 33-0-88-0-13 36-11-03-10-8 40-9-83-10-8 43-1-02-3-8 6-1-6 6-1-6 12-4-13 6-3-7 18-8-4 6-3-7 24-11-11 6-3-7 29-0-1 4-0-7 33-0-8 4-0-7 36-11-0 3-10-8 40-9-8 3-10-8 43-1-0 2-3-8 7-6-1211-1-90-6-121-0-011-1-97.00 12 6.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-9-0,0-1-12], [6:0-6-0,0-2-4], [10:0-4-8,0-2-4], [11:0-1-12,0-1-0], [12:0-4-1,0-2-6], [16:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.98 0.84 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.57 0.27 (loc) 15 16-17 12 l/defl >999 >901 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18HS Weight: 251 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 2-3,6-8: 2x4 SPF No.2, 8-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 13-15: 2x4 SPF 2100F 1.8E, 12-13: 2x6 SP DSS WEBS 2x4 SPF No.2 *Except* 11-13: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-21, 5-19, 5-17, 7-17, 1-22 2 Rows at 1/3 pts 4-21 REACTIONS.(lb/size)22=1932/0-3-8, 12=1932/0-3-8 Max Horz 22=-396(LC 10) Max Uplift 22=-119(LC 8), 12=-236(LC 13) Max Grav 22=2210(LC 31), 12=2172(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1397/287, 2-4=-1171/293, 4-5=-2188/362, 5-6=-2133/390, 6-7=-2485/410, 7-9=-3853/518, 9-10=-3917/415, 10-11=-7426/844, 11-12=-7678/788, 1-22=-2164/258 BOT CHORD 21-22=-238/333, 19-21=-232/1998, 17-19=-180/2323, 16-17=0/265, 9-15=-399/163, 14-15=-316/4230, 13-14=-316/4229, 12-13=-656/6776 WEBS 2-21=-49/258, 4-21=-1677/297, 4-19=-50/736, 5-19=-535/168, 5-17=-386/441, 6-17=-83/821, 7-17=-1327/305, 15-17=-151/2249, 7-15=-251/1599, 1-21=-207/1814, 10-14=0/271, 10-15=-1180/211, 11-13=0/453, 10-13=-387/2770 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 12-4-13, Interior(1) 12-4-13 to 18-6-12, Exterior(2R) 18-6-12 to 31-4-9, Interior(1) 31-4-9 to 38-6-10, Exterior(2E) 38-6-10 to 43-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=119, 12=236. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 22,2020 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 Sebastian_Master Truss A8L Truss Type Hip Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39993008 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:54:23 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-qUTKi0eV4rZeqcXhcS7QVvqoa99854paDt5EBtzsnWE Scale = 1:75.2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 22 23 24 25 26 27 28 5x9 3x6 5x9 3x6 5x6 3x8 MT18HS6x6 6x10 1.5x4 4x8 1.5x4 4x8 3x4 4x4 1.5x4 5x6 5x6 4x8 4-1-64-1-6 11-9-67-8-0 19-3-107-6-4 26-11-117-8-0 34-11-108-0-0 43-1-08-1-6 4-1-6 4-1-6 11-9-6 7-8-0 19-3-10 7-6-4 26-11-11 7-8-0 32-3-10 5-4-0 37-7-10 5-4-0 43-1-0 5-5-6 7-6-129-11-90-6-129-11-97.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [2:0-5-8,0-2-0], [6:0-5-8,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.95 0.80 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.38 0.12 (loc) 14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 233 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4,4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 15-18: 2x4 SPF 2100F 1.8E, 10-12: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-11,9-11: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-17, 3-16, 5-16, 5-13, 7-13, 1-18 REACTIONS.(lb/size)18=1932/0-3-8, 10=1932/0-3-8 Max Horz 18=-364(LC 10) Max Uplift 18=-204(LC 8), 10=-220(LC 13) Max Grav 18=2424(LC 31), 10=2140(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1161/245, 2-3=-2351/318, 3-5=-2351/318, 5-6=-2421/379, 6-7=-2835/383, 7-9=-3386/381, 9-10=-3687/383, 1-18=-2398/234 BOT CHORD 17-18=-207/298, 16-17=-207/986, 14-16=-247/2824, 13-14=-247/2824, 11-13=-169/2616, 10-11=-248/3104 WEBS 2-17=-1667/316, 2-16=-328/2203, 3-16=-967/247, 5-16=-771/131, 5-14=0/301, 5-13=-652/334, 6-13=-39/896, 7-13=-965/269, 7-11=-62/548, 9-11=-478/202, 1-17=-257/2051 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-1-13, Exterior(2R) 4-1-13 to 10-6-12, Interior(1) 10-6-12 to 20-6-4, Exterior(2R) 20-6-4 to 33-4-2, Interior(1) 33-4-2 to 38-6-10, Exterior(2E) 38-6-10 to 43-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=204, 10=220. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A8M Truss Type Hip Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39993009 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:54:33 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-XP46oRmnkwpE19HcBZImv0FUDBYhRZd2WRWmYIzsnW4 Scale = 1:88.2 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 30 31 32 33 34 35 36 37 5x6 3x6 3x6 2x4 5x6 5x9 2x4 3x4 3x4 2x4 8x12 8x16 MT20HS5x9 4x8 1.5x4 6x6 6x10 4x8 6x6 5x9 1.5x4 4x8 8x8 5x6 6x12 MT20HS 2-3-82-3-8 7-6-45-2-12 12-7-65-1-2 17-8-85-1-2 23-6-125-10-4 28-3-104-8-14 33-0-84-8-14 36-11-03-10-8 40-9-83-10-8 43-1-02-3-8 2-3-8 2-3-8 7-6-4 5-2-12 12-7-6 5-1-2 17-8-8 5-1-2 23-6-12 5-10-4 28-3-10 4-8-14 33-0-8 4-8-14 36-11-0 3-10-8 40-9-8 3-10-8 43-1-0 2-3-8 7-6-1211-9-1111-11-60-6-121-0-011-9-117.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [8:0-3-8,0-1-8], [11:0-4-8,0-2-4], [12:0-1-12,0-1-0], [13:0-4-1,0-2-6], [18:0-3-0,0-2-8], [21:0-2-8,0-3-0], [24:0-5-8,0-3-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 1.00 0.85 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.59 0.32 (loc) 16 9-16 13 l/defl >999 >880 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 295 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3,10-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 9-17: 2x4 SPF Stud, 14-16: 2x4 SPF 2100F 1.8E, 13-14: 2x6 SP DSS WEBS 2x4 SPF No.2 *Except* 19-21,16-18,11-16,11-15,24-26,1-24,12-14: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-6-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 2-24, 6-21 WEBS 1 Row at midpt 4-23, 7-21, 8-19, 8-18, 1-26 REACTIONS.(lb/size)26=1932/0-3-8, 13=1932/0-3-8 Max Horz 26=-415(LC 10) Max Uplift 26=-132(LC 12), 13=-247(LC 13) Max Grav 26=2104(LC 32), 13=2198(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-650/216, 2-3=-1530/332, 3-4=-1293/331, 4-6=-2241/418, 6-7=-2244/421, 7-8=-2365/431, 8-9=-4007/556, 9-11=-4021/440, 11-12=-7521/884, 12-13=-7776/829, 1-26=-2052/242 BOT CHORD 2-24=-1666/228, 23-24=-246/673, 22-23=-201/1959, 21-22=-201/1959, 6-21=-726/184, 18-19=-131/2415, 9-16=-443/178, 15-16=-340/4283, 14-15=-340/4283, 13-14=-692/6863 WEBS 2-23=-218/1309, 3-23=-23/371, 4-23=-1500/252, 4-21=-133/714, 19-21=-68/1866, 7-21=-267/648, 7-19=-211/820, 8-19=-1098/293, 8-18=-400/81, 16-18=-125/2266, 8-16=-292/1862, 11-16=-1111/212, 11-15=0/267, 24-26=-274/379, 1-24=-111/1796, 12-14=0/458, 11-14=-400/2806 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 13-11-3, Interior(1) 13-11-3 to 17-1-13, Exterior(2R) 17-1-13 to 29-11-11, Interior(1) 29-11-11 to 38-6-10, Exterior(2E) 38-6-10 to 43-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 26=132, 13=247. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A8N Truss Type Piggyback Base Qty 5 Ply 1 Sebastian_Master Job Reference (optional) I39993010 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:54:46 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-fvM1XuwxgwSO59n6So1qwmHkaQ0H_VIzWyAyU1zsnVt Scale = 1:84.5 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 27 2829 30 31 32 33 34 35 5x9 3x6 5x6 3x6 2x4 5x6 4x6 2x4 4x8 5x6 6x10 1.5x4 6x6 5x9 4x8 4x8 3x4 4x4 1.5x4 4x8 8x8 6x6 5x6 2-3-82-3-8 5-6-83-3-0 11-7-86-1-0 17-8-86-1-0 21-7-83-11-0 25-6-83-11-0 34-3-18-8-9 43-1-08-9-15 2-3-8 2-3-8 5-6-8 3-3-0 11-7-8 6-1-0 17-8-8 6-1-0 21-7-8 3-11-0 25-6-8 3-11-0 31-4-3 5-9-11 37-1-15 5-9-11 43-1-0 5-11-1 7-6-1210-9-90-6-121-0-010-9-97.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [3:0-6-8,0-2-0], [8:0-3-8,0-2-0], [18:0-6-4,0-3-4], [21:0-5-8,0-3-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.90 0.75 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.38 0.16 (loc) 18-19 13-15 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 278 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-23: 2x4 SPF 2100F 1.8E, 12-14: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-13,21-23,1-21: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 2-21 WEBS 1 Row at midpt 3-20, 4-19, 6-19, 7-16, 7-15, 9-15, 1-23 REACTIONS.(lb/size)23=1932/0-3-8, 12=1932/0-3-8 Max Horz 23=-387(LC 10) Max Uplift 23=-143(LC 8), 12=-232(LC 13) Max Grav 23=2272(LC 31), 12=2162(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-713/209, 2-3=-1448/280, 3-4=-2252/344, 4-6=-2252/344, 6-7=-2676/381, 7-8=-2207/389, 8-9=-2598/394, 9-11=-3433/395, 11-12=-3729/397, 1-23=-2218/242 BOT CHORD 2-21=-1787/249, 20-21=-231/647, 19-20=-230/1225, 18-19=-225/2685, 6-18=-28/475, 15-16=-146/2405, 13-15=-162/2603, 12-13=-254/3141 WEBS 2-20=-254/1519, 3-20=-1284/283, 3-19=-292/1906, 4-19=-821/210, 6-19=-790/140, 16-18=-132/2408, 7-18=-211/734, 7-16=-579/71, 7-15=-584/352, 8-15=-54/972, 9-15=-1055/289, 9-13=-60/585, 11-13=-490/222, 21-23=-255/338, 1-21=-128/1899 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 11-11-7, Interior(1) 11-11-7 to 19-1-9 , Exterior(2R) 19-1-9 to 31-11-7, Interior(1) 31-11-7 to 38-6-10, Exterior(2E) 38-6-10 to 43-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=143, 12=232. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A8P Truss Type Piggyback Base Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39993011 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:54:55 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-uePRQz1aYhb6gXzrUBhxof9GJ23vbZWIasrwI0zsnVk Scale = 1:85.5 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 28 2930 31 32 33 34 35 36 5x9 3x6 5x6 3x6 2x4 5x6 4x6 2x4 3x8 MT18HS5x6 6x10 1.5x4 6x6 5x9 4x8 4x8 3x4 3x4 1.5x4 6x8 4x8 8x8 6x6 2-3-82-3-8 5-6-83-3-0 11-7-86-1-0 17-8-86-1-0 21-7-83-11-0 25-6-83-11-0 34-3-18-8-9 43-1-08-9-15 2-3-8 2-3-8 5-6-8 3-3-0 11-7-8 6-1-0 17-8-8 6-1-0 21-7-8 3-11-0 25-6-8 3-11-0 31-4-3 5-9-11 37-1-15 5-9-11 43-1-0 5-11-1 44-1-0 1-0-0 7-6-1210-9-90-6-121-0-010-9-97.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [3:0-6-8,0-2-0], [8:0-4-0,0-2-4], [12:0-1-2,0-2-10], [12:0-5-6,0-0-13], [12:0-0-11,0-0-6], [19:0-6-4,0-3-4], [22:0-5-8,0-3-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.90 0.84 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.49 0.19 (loc) 14-16 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 274 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 23-24: 2x4 SPF 2100F 1.8E, 12-15: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 11-14,22-24,1-22: 2x4 SPF Stud WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 2-22 WEBS 1 Row at midpt 3-21, 4-20, 6-20, 7-17, 7-16, 9-16, 1-24 REACTIONS.(lb/size)12=2003/0-3-8, 24=1931/0-3-8 Max Horz 24=-397(LC 10) Max Uplift 12=-256(LC 13), 24=-143(LC 8) Max Grav 12=2233(LC 33), 24=2272(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-713/204, 2-3=-1448/276, 3-4=-2252/339, 4-6=-2252/339, 6-7=-2675/375, 7-8=-2211/384, 8-9=-2603/388, 9-11=-3378/397, 11-12=-3653/395, 1-24=-2217/239 BOT CHORD 2-22=-1786/250, 21-22=-223/664, 20-21=-223/1224, 19-20=-218/2685, 6-19=-27/475, 16-17=-139/2403, 14-16=-131/2587, 12-14=-229/3060 WEBS 2-21=-255/1518, 3-21=-1283/284, 3-20=-292/1906, 4-20=-821/210, 6-20=-789/140, 17-19=-126/2403, 7-19=-208/737, 7-17=-598/65, 7-16=-569/366, 8-16=-52/977, 9-16=-1029/293, 9-14=-64/530, 11-14=-436/215, 22-24=-260/349, 1-22=-125/1899 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 11-11-7, Interior(1) 11-11-7 to 19-1-9 , Exterior(2R) 19-1-9 to 31-11-7, Interior(1) 31-11-7 to 39-6-10, Exterior(2E) 39-6-10 to 44-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=256, 24=143. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 22,2020 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 Sebastian_Master Truss A8Q Truss Type Piggyback Base Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993012 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:54:59 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-mPfyGK45cv5Y99Hcj0mtyVJx3fQFXLVtVUp8RnzsnVg Scale = 1:79.5 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 22 23 24 25 26 27 28 5x12 MT18HS 3x6 5x12 MT18HS 3x6 3x4 3x6 6x8 4x4 3x4 3x4 4x8 3x4 3x4 1.5x4 5x6 6x6 3x8 MT18HS 5-6-85-6-8 15-6-810-0-0 25-6-810-0-0 34-3-18-8-9 43-1-08-9-15 5-6-8 5-6-8 12-2-8 6-8-0 18-10-8 6-8-0 25-6-8 6-8-0 31-4-3 5-9-11 37-1-15 5-9-11 43-1-0 5-11-1 44-1-0 1-0-0 7-6-1210-9-90-6-1210-9-97.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [2:0-9-0,0-1-12], [6:0-9-0,0-1-12], [10:0-0-11,0-0-6], [10:0-5-6,0-0-13], [10:Edge,0-2-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.98 0.88 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.43 0.14 (loc) 12-14 14-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 222 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SPF 2100F 1.8E, 10-13: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 9-12: 2x4 SPF Stud WEDGE Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-17, 5-15, 5-14, 7-14, 1-18 2 Rows at 1/3 pts 3-17 REACTIONS.(lb/size)18=1931/0-3-8, 10=2003/0-3-8 Max Horz 18=-397(LC 10) Max Uplift 18=-143(LC 8), 10=-256(LC 13) Max Grav 18=2272(LC 32), 10=2233(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1354/276, 2-3=-1140/278, 3-5=-2303/357, 5-6=-2220/388, 6-7=-2608/391, 7-9=-3375/398, 9-10=-3650/397, 1-18=-2236/253 BOT CHORD 17-18=-235/333, 15-17=-244/2088, 14-15=-195/2454, 12-14=-135/2588, 10-12=-230/3059 WEBS 3-17=-1798/310, 3-15=-45/732, 5-15=-521/172, 5-14=-444/431, 6-14=-42/839, 7-14=-1024/296, 7-12=-69/521, 9-12=-437/215, 1-17=-217/1879 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 12-2-8, Interior(1) 12-2-8 to 18-10-8, Exterior(2R) 18-10-8 to 31-11-7, Interior(1) 31-11-7 to 39-6-10, Exterior(2E) 39-6-10 to 44-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=143, 10=256. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 22,2020 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 Sebastian_Master Truss A8R Truss Type Piggyback Base Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39993013 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:55:10 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-yXp6Z5D_0IU_zrcjsqTSvqHqX5BFcLFV1h_DKezsnVV Scale = 1:86.5 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 28 2930 31 32 33 34 35 36 5x9 3x6 5x6 3x6 2x4 5x6 4x6 2x4 3x8 MT18HS5x6 6x10 1.5x4 6x6 5x9 4x8 4x8 3x4 3x4 1.5x4 6x6 4x8 8x8 6x6 2-3-82-3-8 5-6-83-3-0 11-7-86-1-0 17-8-86-1-0 21-7-83-11-0 25-6-83-11-0 34-3-18-8-9 43-1-08-9-15 2-3-8 2-3-8 5-6-8 3-3-0 11-7-8 6-1-0 17-8-8 6-1-0 21-7-8 3-11-0 25-6-8 3-11-0 31-4-3 5-9-11 37-1-15 5-9-11 43-1-0 5-11-1 45-1-0 2-0-0 7-6-1210-9-90-6-121-0-010-9-97.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [3:0-6-8,0-2-0], [8:0-4-0,0-2-4], [12:Edge,0-2-14], [12:0-5-6,0-0-13], [12:0-0-11,0-0-6], [19:0-6-4,0-3-4], [22:0-5-8,0-3-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.90 0.85 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.49 0.18 (loc) 14-16 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 274 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 23-24,12-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 11-14,22-24,1-22: 2x4 SPF Stud WEDGE Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 2-22 WEBS 1 Row at midpt 3-21, 4-20, 6-20, 7-17, 7-16, 9-16, 1-24 REACTIONS.(lb/size)12=2075/0-3-8, 24=1929/0-3-8 Max Horz 24=-408(LC 10) Max Uplift 12=-282(LC 13), 24=-143(LC 8) Max Grav 12=2305(LC 33), 24=2270(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-712/199, 2-3=-1447/271, 3-4=-2250/333, 4-6=-2250/333, 6-7=-2673/366, 7-8=-2208/378, 8-9=-2600/381, 9-11=-3355/385, 11-12=-3629/383, 1-24=-2216/236 BOT CHORD 2-22=-1785/251, 21-22=-216/682, 20-21=-216/1224, 19-20=-211/2682, 6-19=-26/472, 16-17=-133/2400, 14-16=-92/2576, 12-14=-195/3036 WEBS 2-21=-255/1518, 3-21=-1283/284, 3-20=-291/1904, 4-20=-821/210, 6-20=-788/140, 17-19=-119/2400, 7-19=-207/738, 7-17=-598/64, 7-16=-569/364, 8-16=-50/976, 9-16=-1020/288, 9-14=-53/512, 11-14=-427/210, 22-24=-266/368, 1-22=-122/1898 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 11-11-7, Interior(1) 11-11-7 to 19-1-9 , Exterior(2R) 19-1-9 to 31-11-7, Interior(1) 31-11-7 to 40-6-10, Exterior(2E) 40-6-10 to 45-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=282, 24=143. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 22,2020 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 Sebastian_Master Truss A8S Truss Type Piggyback Base Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993014 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:55:14 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-qI3cPTGV4W_PSSwU5gXO3gRVHiYiY7D5yJyQTQzsnVR Scale = 1:84.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 22 23 24 25 26 27 28 5x12 MT18HS 3x6 5x12 MT18HS 3x6 3x4 3x6 6x8 4x4 3x4 3x4 4x8 3x4 3x4 1.5x4 5x6 6x6 3x6 5-6-85-6-8 15-6-810-0-0 25-6-810-0-0 34-3-18-8-9 43-1-08-9-15 5-6-8 5-6-8 12-2-8 6-8-0 18-10-8 6-8-0 25-6-8 6-8-0 31-4-3 5-9-11 37-1-15 5-9-11 43-1-0 5-11-1 45-1-0 2-0-0 7-6-1210-9-90-6-1210-9-97.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [2:0-9-0,0-1-12], [6:0-9-0,0-1-12], [10:0-0-11,0-0-6], [10:0-5-6,0-0-13], [10:Edge,0-2-14] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.98 0.88 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.43 0.13 (loc) 12-14 14-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 223 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-12: 2x4 SPF Stud WEDGE Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-17, 5-15, 5-14, 7-14, 1-18 2 Rows at 1/3 pts 3-17 REACTIONS.(lb/size)18=1929/0-3-8, 10=2075/0-3-8 Max Horz 18=-408(LC 10) Max Uplift 18=-143(LC 8), 10=-282(LC 13) Max Grav 18=2270(LC 32), 10=2305(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1353/275, 2-3=-1139/276, 3-5=-2301/353, 5-6=-2217/381, 6-7=-2605/384, 7-9=-3351/387, 9-10=-3625/385, 1-18=-2235/250 BOT CHORD 17-18=-240/343, 15-17=-238/2087, 14-15=-188/2452, 12-14=-96/2575, 10-12=-196/3034 WEBS 3-17=-1797/310, 3-15=-45/730, 5-15=-518/172, 5-14=-445/429, 6-14=-41/838, 7-14=-1014/292, 7-12=-59/502, 9-12=-429/209, 1-17=-217/1878 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 12-2-8, Interior(1) 12-2-8 to 18-10-8, Exterior(2R) 18-10-8 to 31-11-7, Interior(1) 31-11-7 to 40-6-10, Exterior(2E) 40-6-10 to 45-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=143, 10=282. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 22,2020 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 Sebastian_Master Truss A9 Truss Type Jack-Open Qty 8 Ply 1 Sebastian_Master Job Reference (optional) I39993015 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:55:17 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-Etkl2UINNRM_Jwf3mo55hI3DHwlAlikXeHA54kzsnVO Scale = 1:15.1 1 2 3 4 4x6 3-2-53-2-5 -1-0-0 1-0-0 3-2-5 3-2-5 0-6-122-5-10-4-152-0-32-5-17.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.16 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=88/Mechanical, 2=222/0-3-8, 4=42/Mechanical Max Horz 2=99(LC 12) Max Uplift 3=-53(LC 12), 2=-29(LC 12) Max Grav 3=132(LC 19), 2=325(LC 19), 4=56(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A10 Truss Type Jack-Open Qty 4 Ply 1 Sebastian_Master Job Reference (optional) I39993016 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:20 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-kxwhZKddD81jokLGGjjy75td5u0hFP9_mD?ePozsngb Scale = 1:36.6 1 2 3 4 7 6 5 4x4 3x4 5x6 4x4 1.5x4 3x6 4-11-54-11-5 6-1-51-2-0 -1-0-0 1-0-0 4-11-5 4-11-5 6-1-5 1-2-0 0-11-125-9-65-11-15-5-140-3-85-9-612.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8], [4:Edge,0-3-8], [5:Edge,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.42 0.24 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.09 -0.00 (loc) 6-7 6-7 5 l/defl >967 >816 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=350/0-3-8, 5=254/0-1-8 Max Horz 7=246(LC 7) Max Uplift 7=-28(LC 10), 5=-124(LC 7) Max Grav 7=350(LC 1), 5=270(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-292/199 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 7 and 124 lb uplift at joint 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A10A Truss Type Jack-Open Qty 4 Ply 1 Sebastian_Master Job Reference (optional) I39993017 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:21 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-C7T4mfeF_S9aQtwSqQFBgJPpQION_s28?tkCyEzsnga Scale = 1:29.1 1 2 3 4 7 6 5 1.5x4 1.5x4 4x4 3x6 3x4 5x6 3-9-53-9-5 6-1-52-4-0 -1-0-0 1-0-0 3-9-5 3-9-5 6-1-5 2-4-0 0-11-124-7-64-9-14-7-612.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.32 0.08 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=350/0-3-8, 5=254/Mechanical Max Horz 7=198(LC 7) Max Uplift 7=-43(LC 10), 5=-99(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-321/188 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 7 and 99 lb uplift at joint 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A10B Truss Type Jack-Open Qty 4 Ply 1 Sebastian_Master Job Reference (optional) I39993018 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:21 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-C7T4mfeF_S9aQtwSqQFBgJPrAIO9_sL8?tkCyEzsnga Scale = 1:22.1 1 2 3 4 7 6 5 1.5x4 5x6 1.5x4 3x4 3x6 3x4 2-7-52-7-5 6-1-53-6-0 -1-0-0 1-0-0 2-7-5 2-7-5 6-1-5 3-6-0 0-11-123-5-63-7-13-5-612.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.21 0.10 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=350/0-3-8, 5=254/Mechanical Max Horz 7=150(LC 9) Max Uplift 7=-49(LC 10), 5=-79(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-335/195 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 7 and 79 lb uplift at joint 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A10C Truss Type Jack-Open Girder Qty 4 Ply 1 Sebastian_Master Job Reference (optional) I39993019 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:22 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-gJ1Sz?eullHR11UfO8mQCWyv8iiKjJlHDXUlUhzsngZ Scale = 1:17.3 1 2 3 4 7 6 5 8 9 10 11 1.5x4 5x6 1.5x4 3x4 3x6 3x4 1-7-01-7-0 6-1-54-6-5 -1-0-0 1-0-0 1-7-0 1-7-0 6-1-5 4-6-5 0-11-122-4-102-6-122-4-1012.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.65 0.23 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=461/0-3-8, 5=365/Mechanical Max Horz 7=105(LC 5) Max Uplift 7=-82(LC 8), 5=-87(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-500/65, 2-3=-358/47 WEBS 2-6=-24/256 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 7 and 87 lb uplift at joint 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 65 lb up at 2-0-12, and 91 lb down and 65 lb up at 4-0-12 on top chord, and 36 lb down at 2-0-12, and 36 lb down at 4-0-12 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: 1-2=-70, 2-3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 8=-75(F) 9=-75(F) 10=-36(F) 11=-36(F) January 22,2020 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 Sebastian_Master Truss A10D Truss Type Jack-Open Qty 11 Ply 1 Sebastian_Master Job Reference (optional) I39993020 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:23 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-8WbqBLfWW3PIfB3ryrHflkV4I5_RSksRSBDI07zsngY Scale = 1:41.9 1 2 4 3 6x12 MT20HS 1.5x4 2x4 6-1-56-1-5 6-1-5 6-1-5 0-11-127-1-10-3-812.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-12], [4:0-3-8,Edge], [4:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.68 0.49 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.13 0.00 (loc) 3-4 3-4 l/defl >672 >541 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 25 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=262/0-3-8, 3=262/0-1-8 Max Horz 4=236(LC 10) Max Uplift 3=-209(LC 10) Max Grav 4=262(LC 1), 3=302(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-287/146 WEBS 2-3=-227/343 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 209 lb uplift at joint 3. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A10E Truss Type Jack-Open Qty 43 Ply 1 Sebastian_Master Job Reference (optional) I39993021 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:24 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-di9COhg8HNX9HLe1VZouHx1CHVHmBDkahrzsYZzsngX Scale: 1/2"=1' 1 2 3 4 1.5x4 4x6 1.5x4 6-1-56-1-5 -1-0-0 1-0-0 6-1-5 6-1-5 0-6-124-1-90-3-87.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13], [2:Edge,0-2-2] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.80 0.62 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.21 0.03 (loc) 4-7 4-7 2 l/defl >544 >345 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=344/0-3-8, 4=262/0-1-8 Max Horz 2=169(LC 12) Max Uplift 2=-32(LC 12), 4=-102(LC 12) Max Grav 2=443(LC 19), 4=384(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-4=-280/142 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 2 and 102 lb uplift at joint 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A10F Truss Type Jack-Open Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993022 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:25 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-5ujac1hm2gf0uVDD3GJ7q9aUTvhEwfDkwViP50zsngW Scale = 1:18.3 1 2 3 4 6 5 10 11 12 1.5x4 4x6 1.5x4 5x6 3x4 4-1-64-1-6 6-1-52-0-0 -1-0-0 1-0-0 4-1-6 4-1-6 6-1-5 2-0-0 0-6-122-9-132-11-92-9-137.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.38 0.35 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.04 0.01 (loc) 6-9 6-9 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=487/0-3-8, 5=425/Mechanical Max Horz 2=119(LC 10) Max Uplift 2=-76(LC 10), 5=-80(LC 10) Max Grav 2=634(LC 28), 5=463(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-469/39 BOT CHORD 2-6=-64/312, 5-6=-64/297 WEBS 3-6=0/255, 3-5=-509/110 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 2 and 80 lb uplift at joint 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 56 lb up at 2-2-1, and 142 lb down and 82 lb up at 4-1-6 on top chord, and 96 lb down and 25 lb up at 2-2-1, and 49 lb down at 4-2-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 January 22,2020 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 Sebastian_Master Truss A10F Truss Type Jack-Open Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993022 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:25 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-5ujac1hm2gf0uVDD3GJ7q9aUTvhEwfDkwViP50zsngW LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 6=-49(B) 3=-113(B) 11=-47(B) 12=-96(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 Sebastian_Master Truss A10J Truss Type Jack-Open Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993023 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:26 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-Z5HzpNhOp_ntWfoQd_qMNM7e9J1Mf6St89SzdSzsngV Scale = 1:18.3 1 2 3 4 6 5 10 11 12 1.5x4 4x6 1.5x4 3x4 5x6 4-1-54-1-5 6-1-52-0-0 -0-10-11 0-10-11 4-1-5 4-1-5 6-1-5 2-0-0 0-6-122-9-132-11-82-9-137.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.39 0.35 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.04 0.01 (loc) 6-9 6-9 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=478/0-3-8, 5=426/Mechanical Max Horz 2=110(LC 9) Max Uplift 2=-83(LC 10), 5=-88(LC 7) Max Grav 2=619(LC 28), 5=463(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-472/59 BOT CHORD 2-6=-76/315, 5-6=-77/300 WEBS 3-6=0/259, 3-5=-513/96 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 2 and 88 lb uplift at joint 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 56 lb up at 2-2-1, and 142 lb down and 82 lb up at 4-1-5 on top chord, and 96 lb down and 25 lb up at 2-2-1, and 49 lb down at 4-2-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 January 22,2020 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 Sebastian_Master Truss A10J Truss Type Jack-Open Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993023 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:27 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-1HrL1ji0aIvj8oNcBhMbvafpvjNbOZi0NpBW9uzsngU LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 6=-49(F) 3=-113(F) 11=-47(F) 12=-96(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 Sebastian_Master Truss A10K Truss Type Jack-Open Qty 44 Ply 1 Sebastian_Master Job Reference (optional) I39993024 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:27 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-1HrL1ji0aIvj8oNcBhMbvafkEjL8OaX0NpBW9uzsngU Scale = 1:26.1 1 2 3 4 1.5x4 5x6 1.5x4 6-1-56-1-5 -2-0-0 2-0-0 6-1-5 6-1-5 0-6-124-1-97.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13], [2:Edge,0-2-2] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.75 0.51 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.18 0.03 (loc) 4-7 4-7 2 l/defl >644 >400 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=432/0-3-8, 4=245/Mechanical Max Horz 2=190(LC 12) Max Uplift 2=-65(LC 12), 4=-94(LC 12) Max Grav 2=531(LC 19), 4=367(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-4=-272/132 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 2 and 94 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A10L Truss Type Jack-Open Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993025 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:29 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-zfy5SOkH6v9RN6X?I6O3_?k73WwxsU?Jq7gdEnzsngS Scale = 1:20.5 1 2 3 6 10 11 4 12 5 4x4 5x6 1.5x4 4-1-54-1-5 6-1-52-0-0 -2-0-0 2-0-0 4-1-5 4-1-5 6-1-5 2-0-0 0-6-122-9-132-11-92-9-132-6-57.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-0], [2:0-5-1,0-2-0], [2:0-0-4,0-2-2] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.54 0.94 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.35 0.24 (loc) 6-9 6-9 4 l/defl >326 >207 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=68/Mechanical, 2=563/0-3-8, 5=319/Mechanical Max Horz 2=140(LC 10) Max Uplift 4=-29(LC 6), 2=-85(LC 10), 5=-43(LC 10) Max Grav 4=116(LC 27), 2=773(LC 28), 5=329(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-372/131 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 4, 85 lb uplift at joint 2 and 43 lb uplift at joint 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 56 lb up at 2-2-1, and 129 lb down and 77 lb up at 4-1-6 on top chord, and 83 lb down and 18 lb up at 2-2-1, and 37 lb down and 10 lb up at 4-2-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-7=-20 Continued on page 2 January 22,2020 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 Sebastian_Master Truss A10L Truss Type Jack-Open Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993025 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:29 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-zfy5SOkH6v9RN6X?I6O3_?k73WwxsU?Jq7gdEnzsngS LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-101(B) 6=-34(B) 11=-47(B) 12=-83(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 Sebastian_Master Truss A10M Truss Type Jack-Open Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39993026 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:30 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-RsWTfklvtDHI?G6BspvIXCHFTwMrbyiT3nQAmDzsngR Scale = 1:26.1 1 2 3 4 1.5x4 1.5x4 5x6 6-1-56-1-5 -2-0-0 2-0-0 6-1-5 6-1-5 0-6-124-1-97.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13], [2:Edge,0-2-2] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.75 0.51 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.18 0.03 (loc) 4-7 4-7 2 l/defl >644 >400 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=245/Mechanical, 2=432/0-3-8 Max Horz 2=172(LC 11) Max Uplift 4=-69(LC 12), 2=-89(LC 12) Max Grav 4=367(LC 19), 2=531(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-272/84 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 4 and 89 lb uplift at joint 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A10N Truss Type Jack-Open Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993027 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:31 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-v24ss4lXdWP9cQgNQXQX4QqTEKlZKNucIR9kIfzsngQ Scale = 1:21.4 1 2 3 4 6 5 10 11 1.5x4 5x6 1.5x4 3x4 5x6 4-4-34-4-3 6-1-51-9-2 -2-0-0 2-0-0 4-4-3 4-4-3 6-1-5 1-9-2 0-6-122-11-73-1-32-11-77.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13], [2:Edge,0-2-2] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.56 0.29 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 0.01 (loc) 6-9 6-9 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=558/0-3-8, 5=413/Mechanical Max Horz 2=127(LC 9) Max Uplift 2=-94(LC 10), 5=-72(LC 7) Max Grav 2=777(LC 28), 5=446(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-416/28 BOT CHORD 2-6=-52/253 WEBS 3-5=-471/62 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 2 and 72 lb uplift at joint 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 56 lb up at 2-4-15, and 143 lb down and 81 lb up at 4-4-3 on top chord, and 93 lb down and 10 lb up at 2-4-15, and 41 lb down and 6 lb up at 4-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 January 22,2020 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 Sebastian_Master Truss A10N Truss Type Jack-Open Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993027 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:32 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-OEeE4Qm9OqX0EaFazExmcdMe_k5o3q8mX5vHq6zsngP LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 6=-41(F) 3=-114(F) 10=-47(F) 11=-93(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 Sebastian_Master Truss A11 Truss Type Monopitch Qty 45 Ply 1 Sebastian_Master Job Reference (optional) I39993028 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:32 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-OEeE4Qm9OqX0EaFazExmcdMcQk5O3iPmX5vHq6zsngP Scale = 1:41.6 1 2 3 4 6 5 10 3x4 5x6 4x6 1.5x4 4x4 0-1-120-1-12 5-10-155-9-3 12-0-06-1-1 -1-0-0 1-0-0 5-10-15 5-10-15 12-0-0 6-1-1 0-6-127-6-127.00 12 Plate Offsets (X,Y)-- [2:0-5-6,0-0-13], [2:0-0-11,0-0-6], [4:0-0-13,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.31 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=606/0-3-8, 5=530/0-4-0 Max Horz 2=304(LC 11) Max Uplift 2=-88(LC 12), 5=-155(LC 12) Max Grav 2=653(LC 19), 5=697(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-765/153, 4-5=-278/78 BOT CHORD 2-6=-124/603, 5-6=-124/603 WEBS 3-6=0/268, 3-5=-691/238 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 7-3-14, Exterior(2E) 7-3-14 to 11-10-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 2 and 155 lb uplift at joint 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A11A Truss Type Monopitch Qty 9 Ply 1 Sebastian_Master Job Reference (optional) I39993029 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:33 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-sRCcHmnn98ftsjqmXyS?9rvnF7Rjo8DvlleqNYzsngO Scale = 1:42.1 1 2 3 4 5 7 6 3x6 3x4 5x6 4x6 1.5x4 4x4 0-1-120-1-12 5-10-155-9-3 12-0-06-1-1 -2-0-0 2-0-0 5-10-15 5-10-15 12-0-0 6-1-1 0-6-127-6-127.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-5-6], [2:0-0-6,0-0-11], [5:0-0-13,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.65 0.31 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.07 0.01 (loc) 7-10 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=685/0-3-8, 6=522/0-4-0 Max Horz 2=314(LC 11) Max Uplift 2=-116(LC 12), 6=-151(LC 12) Max Grav 2=727(LC 19), 6=682(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-736/133, 5-6=-279/78 BOT CHORD 2-7=-117/573, 6-7=-117/573 WEBS 3-7=0/264, 3-6=-655/217 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-6-6, Interior(1) 2-6-6 to 7-3-14, Exterior(2E) 7-3-14 to 11-10-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 2 and 151 lb uplift at joint 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A12 Truss Type Monopitch Qty 33 Ply 1 Sebastian_Master Job Reference (optional) I39993030 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:34 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-Kdm_V6oPwRnkTtPy5f_Eh2StrXgNXli2_POOv_zsngN Scale = 1:26.2 1 2 3 4 8 1.5x4 1.5x4 4x6 6-8-126-8-12 -1-0-0 1-0-0 6-8-12 6-8-12 0-6-124-5-147.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.98 0.73 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.30 0.04 (loc) 4-7 4-7 2 l/defl >429 >265 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=291/0-4-0, 2=372/0-3-8 Max Horz 2=177(LC 11) Max Uplift 4=-86(LC 12), 2=-59(LC 12) Max Grav 4=420(LC 19), 2=455(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-309/135 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 4 and 59 lb uplift at joint 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A13 Truss Type Jack-Open Qty 8 Ply 1 Sebastian_Master Job Reference (optional) I39993031 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:35 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-opKMiSo2hlwb51_8fNVTEG_Evx9VGCxCD37xRRzsngM Scale = 1:15.7 1 2 3 4 4x6 3-5-33-5-3 -1-0-0 1-0-0 3-5-3 3-5-3 0-6-122-6-120-4-152-1-142-6-127.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.19 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=95/Mechanical, 2=232/0-3-8, 4=46/Mechanical Max Horz 2=104(LC 12) Max Uplift 3=-58(LC 12), 2=-29(LC 12) Max Grav 3=145(LC 19), 2=342(LC 19), 4=61(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 3 and 29 lb uplift at joint 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A14 Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993032 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:37 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-kCR778qIDMAJKL8XmoXxJh4QdldpkuqVgNc2WJzsngK Scale = 1:92.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 31 32 33 343x6 5x6 3x8 MT18HS 8x8 3x8 MT18HS 3x6 2x4 4x8 3x6 3x6 3x6 4x6 4x6 3x8 MT18HS6x10 6x8 5x6 3x8 MT18HS 3x8 MT18HS 7-1-67-1-6 14-1-67-0-0 23-0-138-11-7 32-0-48-11-7 40-11-118-11-7 48-2-87-2-13 -2-0-0 2-0-0 7-1-6 7-1-6 14-1-6 7-0-0 20-9-15 6-8-9 27-6-8 6-8-9 34-3-1 6-8-9 40-11-11 6-8-9 48-2-8 7-2-13 0-6-128-7-138-9-94-6-148-7-137.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13], [2:0-0-12,Edge], [11:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.88 1.00 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.60 0.22 (loc) 15-17 15-17 12 l/defl >999 >961 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 231 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 10-11: 2x4 SP DSS, 1-4,7-10: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 2-18: 2x4 SPF 2100F 1.8E, 12-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-20: 2x4 SPF Stud WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-9-13 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-19, 6-19, 6-17, 8-17, 8-15, 11-12 2 Rows at 1/3 pts 9-13 REACTIONS.(lb/size)2=2306/0-3-8, 12=2160/Mechanical Max Horz 2=308(LC 11) Max Uplift 2=-258(LC 12), 12=-208(LC 8) Max Grav 2=2457(LC 33), 12=2580(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3919/358, 3-5=-3701/416, 5-6=-3156/388, 6-8=-4074/477, 8-9=-3698/400, 9-10=-2018/294, 10-11=-2388/276, 11-12=-2522/242 BOT CHORD 2-20=-522/3314, 19-20=-522/3314, 17-19=-590/4029, 15-17=-580/4069, 13-15=-474/3464 WEBS 3-19=-879/255, 5-19=-69/1348, 6-19=-1381/332, 8-17=-15/268, 8-15=-786/191, 9-15=-61/907, 9-13=-2284/376, 10-13=-54/682, 11-13=-249/2366 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-6-6, Interior(1) 2-6-6 to 7-8-7, Exterior(2R) 7-8-7 to 20-6-4, Interior(1) 20-6-4 to 34-6-12, Exterior(2R) 34-6-12 to 43-6-6, Exterior(2E) 43-6-6 to 48-0-12 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 258 lb uplift at joint 2 and 208 lb uplift at joint 12. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 22,2020 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 Sebastian_Master Truss A14A Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993033 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:40 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-9n7Fl9sAWHYtBot6Rw4exJiu4yhQxEaxMLri7ezsngH Scale = 1:92.4 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 27 28 29 30 31 32 33 34 353x6 6x6 3x6 8x8 3x12 MT18HS 3x6 2x4 4x8 4x8 2x4 2x4 4x8 2x4 4x6 4x8 4x6 3x8 MT18HS6x10 5x6 5x6 3x12 MT18HS3x12 MT18HS 6-1-66-1-6 12-1-66-0-0 18-2-66-1-0 24-5-26-2-12 30-7-146-2-12 36-10-106-2-12 42-11-116-1-0 48-2-85-2-13 -2-0-0 2-0-0 6-1-6 6-1-6 12-1-6 6-0-0 18-2-6 6-1-0 24-5-2 6-2-12 30-7-14 6-2-12 36-10-10 6-2-12 42-11-11 6-1-0 48-2-8 5-2-13 0-6-127-5-137-7-94-6-147-5-137.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13], [2:0-0-12,Edge], [12:Edge,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 1.00 0.88 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.44 -0.68 0.22 (loc) 18-20 18-20 13 l/defl >999 >844 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 240 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,5-8: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 19-21: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* 6-22,6-18,9-18,9-15,10-14,12-13: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-1-13 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 8-8-13 oc bracing. WEBS 1 Row at midpt 6-22, 9-15, 12-13 2 Rows at 1/3 pts 10-14 REACTIONS.(lb/size)2=2306/0-3-8, 13=2160/Mechanical Max Horz 2=276(LC 11) Max Uplift 2=-235(LC 12), 13=-270(LC 8) Max Grav 2=2411(LC 33), 13=2646(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3995/426, 3-5=-3866/489, 5-6=-3306/447, 6-7=-4705/637, 7-9=-4705/637, 9-10=-3486/464, 10-11=-1749/271, 11-12=-2056/287, 12-13=-2603/296 BOT CHORD 2-23=-557/3380, 22-23=-557/3380, 20-22=-683/4421, 18-20=-683/4421, 17-18=-666/4393, 15-17=-666/4393, 14-15=-512/3486 WEBS 3-22=-704/209, 5-22=-120/1485, 6-22=-1707/343, 6-18=-165/434, 7-18=-561/188, 9-18=-87/476, 9-15=-1385/235, 10-15=-102/1170, 10-14=-2658/411, 11-14=-49/595, 12-14=-282/2324 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-6-6, Interior(1) 2-6-6 to 5-8-7, Exterior(2R) 5-8-7 to 18-6-4, Interior(1) 18-6-4 to 36-6-12, Exterior(2R) 36-6-12 to 43-6-6, Exterior(2E) 43-6-6 to 48-0-12 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 235 lb uplift at joint 2 and 270 lb uplift at joint 13. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.Continued on page 2 January 22,2020 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 Sebastian_Master Truss A14A Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993033 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:40 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-9n7Fl9sAWHYtBot6Rw4exJiu4yhQxEaxMLri7ezsngH NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Sebastian_Master Truss A14B Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993034 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:42 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-5AF0AruR2vobR60VZL760knEemNgP9bEqfKpBXzsngF Scale = 1:90.7 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 27 28 29 30 31 32 33 34 35 5x12 MT18HS 3x12 MT18HS 8x8 6x12 MT20HS 3x6 2x4 4x8 4x8 2x4 4x8 2x4 2x4 4x6 4x8 4x6 3x8 MT18HS 8x8 5x6 3x6 5x6 6x12 MT20HS 6x12 MT20HS 5-1-65-1-6 10-1-65-0-0 16-11-156-10-10 24-0-57-0-6 31-0-117-0-6 38-1-17-0-6 44-11-116-10-10 48-2-83-2-13 -2-0-0 2-0-0 5-1-6 5-1-6 10-1-6 5-0-0 16-11-15 6-10-10 24-0-5 7-0-6 31-0-11 7-0-6 38-1-1 7-0-6 44-11-11 6-10-10 48-2-8 3-2-13 0-6-126-3-136-5-94-6-146-3-137.00 12 Plate Offsets (X,Y)-- [2:0-0-12,Edge], [2:0-5-6,0-0-13], [2:0-0-11,0-0-6], [4:0-8-8,0-2-0], [12:Edge,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.99 0.89 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.53 -0.83 0.27 (loc) 18-20 18-20 13 l/defl >999 >691 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18HS Weight: 227 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,5-8: 2x4 SPF 2100F 1.8E, 8-11: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 19-21: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* 6-22,6-18,9-18,9-15,10-14: 2x4 SPF 1650F 1.5E 12-13,12-14: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing. WEBS 1 Row at midpt 6-22, 9-15, 10-14, 12-13 REACTIONS.(lb/size)2=2306/0-3-8, 13=2160/Mechanical Max Horz 2=245(LC 11) Max Uplift 2=-271(LC 9), 13=-329(LC 8) Max Grav 2=2451(LC 32), 13=2740(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4087/488, 3-4=-4078/550, 4-6=-3499/497, 6-7=-5553/814, 7-9=-5553/814, 9-10=-3855/555, 10-11=-1338/233, 11-12=-1538/248, 12-13=-2726/339 BOT CHORD 2-23=-587/3458, 22-23=-587/3458, 20-22=-823/5161, 18-20=-823/5161, 17-18=-824/5120, 15-17=-824/5120, 14-15=-604/3855 WEBS 3-22=-502/170, 4-22=-144/1547, 6-22=-2189/409, 6-20=0/281, 6-18=-180/554, 7-18=-564/210, 9-18=-96/571, 9-17=0/278, 9-15=-1665/290, 10-15=-101/1226, 10-14=-3319/511, 11-14=-2/298, 12-14=-319/2387 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-6-6, Interior(1) 2-6-6 to 3-8-7, Exterior(2R) 3-8-7 to 16-6-4, Interior(1) 16-6-4 to 38-6-12, Exterior(2R) 38-6-12 to 44-11-11, Exterior(2E) 44-11-11 to 48-0-12 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 271 lb uplift at joint 2 and 329 lb uplift at joint 13. Continued on page 2 January 22,2020 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 Sebastian_Master Truss A14B Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993034 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:42 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-5AF0AruR2vobR60VZL760knEemNgP9bEqfKpBXzsngF NOTES- 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Sebastian_Master Truss A14C Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993035 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:45 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-Vkw8otwJKqAAIZl3ETgpeNPlGzQ_cWFgWcYTorzsngC Scale = 1:90.5 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 28 29 30 31 32 6x12 MT20HS 3x8 MT18HS 8x8 3x4 8x8 5x12 MT18HS5x9 2x4 4x6 3x6 4x8 2x4 2x4 4x8 5x12 MT18HS 4x6 5x9 5x6 6x6 6x12 MT20HS 3x8 MT18HS 5x12 MT18HS 8-1-68-1-6 14-5-146-4-9 21-0-36-6-5 27-6-86-6-5 34-0-136-6-5 40-7-26-6-5 46-11-116-4-9 48-2-81-2-13 -2-0-0 2-0-0 4-1-6 4-1-6 8-1-6 4-0-0 14-5-14 6-4-9 21-0-3 6-6-5 27-6-8 6-6-5 34-0-13 6-6-5 40-7-2 6-6-5 46-11-11 6-4-9 48-2-8 1-2-13 0-6-125-1-135-3-94-6-145-1-137.00 12 Plate Offsets (X,Y)-- [2:0-0-12,Edge], [2:0-5-1,0-2-0], [2:0-0-13,0-0-0], [4:0-8-8,0-2-0], [12:0-4-0,0-2-14], [17:0-0-0,0-1-12], [18:0-1-12,0-0-0], [23:0-5-11,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.97 0.73 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.73 -1.14 0.32 (loc) 19-20 19-20 14 l/defl >794 >505 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18HS Weight: 221 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 1-4: 2x4 SPF No.2, 12-13: 2x6 SPF No.2, 6-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-24,4-24,12-14: 2x4 SPF Stud WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-12. BOT CHORD Rigid ceiling directly applied or 7-6-2 oc bracing. WEBS 1 Row at midpt 5-24, 7-22, 10-16, 12-14 2 Rows at 1/3 pts 11-15 REACTIONS.(lb/size)2=2306/0-3-8, 14=2160/Mechanical Max Horz 2=209(LC 11) Max Uplift 2=-309(LC 9), 14=-389(LC 9) Max Grav 2=2511(LC 32), 14=2820(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4207/574, 3-4=-4228/592, 4-5=-3636/533, 5-7=-5831/876, 7-8=-6516/1030, 8-10=-6516/1030, 10-11=-3777/585, 11-12=-736/154 BOT CHORD 2-24=-624/3533, 22-24=-951/5831, 20-22=-1106/6660, 19-20=-1106/6660, 18-19=-941/5633, 16-18=-941/5633, 15-16=-621/3777, 14-15=-136/665 WEBS 3-24=-341/220, 4-24=-168/1629, 5-24=-2740/488, 5-22=-76/761, 7-22=-1034/250, 7-20=0/261, 8-19=-464/200, 10-19=-205/1101, 10-18=0/259, 10-16=-2314/400, 11-16=-162/1523, 11-15=-3854/604, 12-15=-273/2368, 12-14=-2885/431 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-6-6, Exterior(2R) 2-6-6 to 14-5-14, Interior(1) 14-5-14 to 40-6-12, Exterior(2R) 40-6-12 to 46-11-11, Exterior(2E) 46-11-11 to 48-0-12 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 2 and 389 lb uplift at joint 14. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 22,2020 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 Sebastian_Master Truss A14D Truss Type Half Hip Girder Qty 1 Ply 2 Sebastian_Master Job Reference (optional) I39993036 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:51 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-KuHP3w?4wgxK0UCDbknDtefnWOUm0DpZuY?n?Vzsng6 Scale = 1:87.7 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 8x12 5x6 6x10 6x12 MT20HS5x9 8x12 4x6 3x6 6x10 2x4 5x9 3x6 4x8 2x4 3x6 4x8 8x8 5x9 3x6 6x10 2x4 12x16 7x12 MT18HS7x12 MT18HS 3-1-63-1-6 6-1-63-0-0 11-5-135-4-7 16-8-85-2-11 21-11-35-2-11 27-1-155-2-11 32-4-105-2-11 37-7-55-2-11 42-10-15-2-11 48-2-85-4-7 -2-0-0 2-0-0 3-1-6 3-1-6 6-1-6 3-0-0 11-5-13 5-4-7 16-8-8 5-2-11 21-11-3 5-2-11 27-1-15 5-2-11 32-4-10 5-2-11 37-7-5 5-2-11 42-10-1 5-2-11 48-2-8 5-4-7 0-6-124-1-97.00 12 Plate Offsets (X,Y)-- [4:0-10-0,0-4-4], [10:0-4-0,0-4-8], [11:0-3-8,0-3-0], [13:Edge,0-2-8], [14:Edge,0-3-8], [15:0-8-0,0-6-8], [18:0-1-8,0-2-8], [23:0-4-12,0-2-12], [24:0-4-8,0-6-0] , [24:0-0-0,0-3-10] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.98 0.70 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.91 -1.30 0.22 (loc) 19-20 19-20 14 l/defl >637 >443 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18HS Weight: 707 lb FT = 20% GRIP 197/144 148/108 244/190 LUMBER- TOP CHORD 2x6 SP DSS *Except* 1-4: 2x6 SPF No.2 BOT CHORD 2x8 SP DSS WEBS 2x4 SPF Stud *Except* 4-23,6-23,6-20,9-20,9-18,11-18,11-15,13-15: 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-12 max.): 4-13. BOT CHORD Rigid ceiling directly applied or 8-11-14 oc bracing. REACTIONS.(lb/size)14=6308/Mechanical, 2=6138/0-3-8 Max Horz 2=170(LC 7) Max Uplift 14=-1700(LC 7), 2=-1479(LC 7) Max Grav 14=7002(LC 27), 2=6438(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11598/2706, 3-4=-12231/2922, 4-5=-16982/4135, 5-6=-16982/4135, 6-8=-22840/5704, 8-9=-22840/5704, 9-10=-20414/5116, 10-11=-20406/5112, 11-12=-9227/2282, 12-13=-9227/2282, 13-14=-6611/1624 BOT CHORD 2-26=-2438/9942, 25-26=-2438/9942, 23-25=-2621/10605, 22-23=-5278/21161, 20-22=-5278/21161, 19-20=-5764/22708, 18-19=-5764/22708, 16-18=-4023/16037, 15-16=-4023/16037 WEBS 3-26=-632/214, 3-25=-279/701, 4-25=-304/1419, 4-23=-1930/7675, 5-23=-585/201, 6-23=-5072/1343, 6-22=-238/1095, 6-20=-620/2159, 8-20=-308/172, 9-19=-233/1073, 9-18=-2785/712, 10-18=-318/171, 11-18=-1397/5304, 11-16=-227/1053, 11-15=-8267/2094, 12-15=-635/193, 13-15=-2731/11114 NOTES- 1) Special connection required to distribute top chord loads equally between all plies. 2) Special connection required to distribute bottom chord loads equally between all plies. 3) Special connection required to distribute web loads equally between all plies. 4) 2-ply truss to be connected together with 8d (0.131"x2.5") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 5) 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. 6) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 7) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 8) Unbalanced snow loads have been considered for this design. 9) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.Continued on page 2 January 22,2020 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 Sebastian_Master Truss A14D Truss Type Half Hip Girder Qty 1 Ply 2 Sebastian_Master Job Reference (optional) I39993036 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:51 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-KuHP3w?4wgxK0UCDbknDtefnWOUm0DpZuY?n?Vzsng6 NOTES- 10) Provide adequate drainage to prevent water ponding. 11) All plates are MT20 plates unless otherwise indicated. 12) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 13) Refer to girder(s) for truss to truss connections. 14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1700 lb uplift at joint 14 and 1479 lb uplift at joint 2. 15) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 17) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 56 lb up at 4-2-1 on top chord, and 309 lb down and 63 lb up at 4-2-1, 347 lb down and 114 lb up at 6-2-1, 347 lb down and 114 lb up at 7-3-1, 347 lb down and 114 lb up at 9-3-1, 347 lb down and 114 lb up at 11-3-1, 347 lb down and 114 lb up at 13-3-1, 347 lb down and 114 lb up at 15-3-1, 347 lb down and 114 lb up at 17-3-1, 347 lb down and 114 lb up at 19-3-1, 347 lb down and 114 lb up at 21-3-1, 347 lb down and 114 lb up at 23-3-1, 347 lb down and 114 lb up at 25-3-1, 347 lb down and 114 lb up at 27-3-1, 347 lb down and 114 lb up at 29-3-1, 347 lb down and 114 lb up at 31-3-1, 347 lb down and 114 lb up at 32-3-4, 347 lb down and 114 lb up at 34-3-4, 347 lb down and 114 lb up at 36-3-4, 347 lb down and 114 lb up at 38-3-4, 347 lb down and 114 lb up at 40-3-4, 347 lb down and 114 lb up at 42-3-4, and 347 lb down and 114 lb up at 44-3-4, and 347 lb down and 114 lb up at 46-3-4 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: 1-4=-70, 4-13=-70, 2-14=-20 Concentrated Loads (lb) Vert: 25=-347(F) 23=-347(F) 19=-347(F) 18=-347(F) 17=-347(F) 29=-47(F) 32=-309(F) 33=-347(F) 34=-347(F) 35=-347(F) 36=-347(F) 37=-347(F) 38=-347(F) 39=-347(F) 40=-347(F) 41=-347(F) 42=-347(F) 43=-347(F) 44=-347(F) 45=-347(F) 46=-347(F) 47=-347(F) 48=-347(F) 49=-347(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 Sebastian_Master Truss A14E Truss Type QUEENPOST Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993037 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:53 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-GHPAUc0KSHB1FoMci9phz3kKrBG6UJNrMsUu4Ozsng4 Scale = 1:70.9 1 2 34 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 30 29 28 27 2625 24 23 22 21 20 35 34 33 32 31 36 37 3x6 4x4 3x6 3x6 4x6 4x4 4x8 4x4 4x4 3x6 2x4 4x4 5-7-85-7-8 21-0-815-5-0 -1-0-0 1-0-0 2-8-1 2-8-1 5-7-8 2-11-6 8-6-14 2-11-6 10-6-4 1-11-6 21-0-8 10-6-4 22-0-8 1-0-0 0-11-1211-6-00-11-1212.00 12 Plate Offsets (X,Y)-- [3:0-2-10,0-1-8], [16:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.16 0.26 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.01 (loc) 28-29 28-29 20 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 165 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 18-20,2-30: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21. WEBS 1 Row at midpt 9-31, 10-28, 11-27 JOINTS 1 Brace at Jt(s): 32 REACTIONS.All bearings 10-6-0 except (jt=length) 30=0-3-8. (lb) - Max Horz 30=-343(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 25, 24, 23, 22 except 28=-169(LC 10), 27=-145(LC 11), 21=-319(LC 11), 20=-158(LC 9) Max Grav All reactions 250 lb or less at joint(s) 27, 25, 24, 23, 22, 21 except 28=622(LC 18), 20=540(LC 11), 30=632(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-466/11, 14-15=-316/147, 15-17=-402/192, 17-18=-454/234, 18-20=-523/262 BOT CHORD 29-30=-188/491, 28-29=-163/524, 27-28=-173/379, 25-27=-173/379, 24-25=-173/379, 23-24=-173/379, 22-23=-173/379, 21-22=-173/379 WEBS 5-35=-401/246, 34-35=-389/238, 33-34=-469/302, 32-33=-465/299, 31-32=-553/369, 28-31=-555/336, 5-29=-109/301, 18-21=-205/431, 4-30=-461/0 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 5-11-14, Exterior(2R) 5-11-14 to 15-0-10, Interior(1) 15-0-10 to 17-6-2, Exterior(2E) 17-6-2 to 22-0-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 24, 23, 22 except (jt=lb) 28=169, 27=145, 21=319, 20=158. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A15 Truss Type Common Qty 4 Ply 1 Sebastian_Master Job Reference (optional) I39993038 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:43:54 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-kTzYhy1yDbJutyxoGsLwVGHPsbU9DiV?aWERcqzsng3 Scale = 1:42.5 1 2 3 4 5 6 7 8 15 16 5x6 5x9 4x6 1.5x4 1.5x4 5x6 10-4-010-4-0 20-8-010-4-0 -1-0-0 1-0-0 5-2-11 5-2-11 10-4-0 5-1-5 15-5-5 5-1-5 20-8-0 5-2-11 21-8-0 1-0-0 0-6-126-7-10-6-127.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13], [6:0-5-6,0-0-13], [6:0-0-11,0-0-6], [8:0-4-8,0-3-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.53 0.78 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.32 0.03 (loc) 8-14 8-14 6 l/defl >999 >770 n/a L/d 240 180 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 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1000/0-3-8, 6=1000/0-3-8 Max Horz 2=-179(LC 10) Max Uplift 2=-150(LC 12), 6=-150(LC 13) Max Grav 2=1046(LC 19), 6=1046(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1468/253, 3-4=-1071/205, 4-5=-1071/205, 5-6=-1468/253 BOT CHORD 2-8=-209/1218, 6-8=-117/1218 WEBS 4-8=-46/596, 5-8=-505/227, 3-8=-505/226 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 5-9-10, Exterior(2R) 5-9-10 to 14-10-6, Interior(1) 14-10-6 to 17-1-10, Exterior(2E) 17-1-10 to 21-8-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=150, 6=150. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A15A Truss Type HIP GIRDER Qty 1 Ply 2 Sebastian_Master Job Reference (optional) I39993039 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:54:42 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-?aHDb5HX_a0T97kyHMSzBlJfFA730BW9EWJj3yzsllR Scale = 1:37.2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 4x4 4x4 3x4 4x6 4x6 2x4 4x8 2x4 4x8 4x8 4x6 2x4 3x4 3-7-133-7-13 6-10-143-3-0 10-4-03-5-2 13-9-23-5-2 17-0-33-3-0 20-8-03-7-13 -1-0-0 1-0-0 3-7-13 3-7-13 6-10-14 3-3-0 10-4-0 3-5-2 13-9-2 3-5-2 17-0-3 3-3-0 20-8-0 3-7-13 21-8-0 1-0-0 0-6-124-4-154-7-10-6-124-4-157.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.15 0.22 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.05 0.02 (loc) 13 13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 205 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1260/0-3-8, 8=1261/0-3-8 Max Horz 2=-123(LC 8) Max Uplift 2=-538(LC 10), 8=-539(LC 11) Max Grav 2=1558(LC 31), 8=1559(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-2226/861, 3-23=-2041/869, 3-24=-1874/865, 24-25=-1768/867, 4-25=-1704/876, 4-26=-1525/785, 5-26=-1527/787, 5-27=-1526/785, 6-27=-1524/784, 6-28=-1703/874, 28-29=-1767/865, 7-29=-1872/864, 7-30=-2043/872, 8-30=-2227/863 BOT CHORD 2-32=-758/1834, 15-32=-758/1834, 15-33=-758/1834, 14-33=-758/1834, 14-34=-860/1733, 13-34=-860/1733, 13-35=-860/1733, 12-35=-860/1733, 11-12=-678/1835, 10-11=-678/1835, 10-36=-678/1835, 8-36=-678/1835 WEBS 3-14=-359/85, 4-14=-240/591, 5-14=-441/275, 5-12=-442/275, 6-12=-239/590, 7-12=-362/90 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 538 lb uplift at joint 2 and 539 lb uplift at joint 8. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 January 22,2020 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 Sebastian_Master Truss A15A Truss Type HIP GIRDER Qty 1 Ply 2 Sebastian_Master Job Reference (optional) I39993039 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:54:42 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-?aHDb5HX_a0T97kyHMSzBlJfFA730BW9EWJj3yzsllR NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 84 lb up at 2-11-10, 43 lb down and 66 lb up at 4-11-10, 106 lb down and 130 lb up at 6-10-14, 115 lb down and 127 lb up at 8-11-10, 115 lb down and 127 lb up at 10-4-0, 115 lb down and 127 lb up at 11-8-6, 106 lb down and 130 lb up at 13-9-2, and 43 lb down and 66 lb up at 15-8-6, and 84 lb down and 84 lb up at 17-8-6 on top chord, and 42 lb down and 26 lb up at 2-11-10, 42 lb down and 52 lb up at 4-11-10, 36 lb down and 33 lb up at 6-11-10, 36 lb down and 33 lb up at 8-11-10, 36 lb down and 33 lb up at 10-4-0, 36 lb down and 33 lb up at 11-8-6, 36 lb down and 33 lb up at 13-8-6, and 42 lb down and 52 lb up at 15-8-6, and 42 lb down and 26 lb up at 17-8-6 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: 1-4=-70, 4-6=-70, 6-9=-70, 16-19=-20 Concentrated Loads (lb) Vert: 4=-31(B) 6=-31(B) 11=-42(B) 14=-19(B) 13=-19(B) 5=-31(B) 12=-19(B) 23=-41(B) 24=-12(B) 26=-31(B) 27=-31(B) 29=-12(B) 30=-41(B) 32=-42(B) 33=-42(B) 34=-19(B) 35=-19(B) 36=-42(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 Sebastian_Master Truss A16 Truss Type Jack-Open Qty 5 Ply 1 Sebastian_Master Job Reference (optional) I39993040 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:00 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-ZdKpy?6joR32btOyc7RKlXXRj0epdW8tzShmpUzsnfz Scale = 1:26.1 1 2 5 3 4 5x6 3x4 3-7-53-7-5 -1-0-0 1-0-0 3-7-5 3-7-5 0-11-124-7-14-0-104-7-112.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.51 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.02 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=247/0-3-8, 3=101/Mechanical, 4=39/Mechanical Max Horz 5=175(LC 10) Max Uplift 3=-120(LC 10), 4=-13(LC 10) Max Grav 5=247(LC 1), 3=122(LC 18), 4=65(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=120. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A16A Truss Type Jack-Open Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39993041 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:00 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-ZdKpy?6joR32btOyc7RKlXXUk0htdWgtzShmpUzsnfz Scale = 1:20.1 1 2 3 7 6 4 5 3x4 3x4 5x6 1.5x4 2-5-52-5-5 3-7-51-2-0 -1-0-0 1-0-0 2-5-5 2-5-5 3-7-5 1-2-0 0-11-123-3-63-5-13-3-62-11-1412.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.31 0.19 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.05 (loc) 6-7 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-5 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.(lb/size)7=247/0-3-8, 4=78/Mechanical, 5=62/Mechanical Max Horz 7=124(LC 10) Max Uplift 7=-7(LC 10), 4=-31(LC 7), 5=-32(LC 10) Max Grav 7=247(LC 1), 4=78(LC 1), 5=64(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A16B Truss Type Jack-Open Girder Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39993042 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:01 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-1puB9L7LZkBvD1z8AqzZHl3gDQ1HMz81B6QJLwzsnfy Scale = 1:14.2 1 2 3 7 6 8 4 9 5 1.5x4 1.5x4 5x6 1.5x4 1-3-51-3-5 3-7-52-4-0 -1-0-0 1-0-0 1-3-5 1-3-5 3-7-5 2-4-0 0-11-122-1-62-3-12-1-61-9-1412.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.18 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.03 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-5 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.(lb/size)7=286/0-3-8, 4=111/Mechanical, 5=60/Mechanical Max Horz 7=75(LC 8) Max Uplift 7=-55(LC 8), 4=-49(LC 5), 5=-6(LC 5) Max Grav 7=286(LC 1), 4=111(LC 1), 5=64(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 76 lb down and 52 lb up at 1-8-1 on top chord, and 25 lb down and 17 lb up at 1-8-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 8=-46(F) 9=-25(F) January 22,2020 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 Sebastian_Master Truss A17 Truss Type Jack-Open Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39993043 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:02 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-V0SaNh7zK2JmqBYLkYUoqyctDqNj5QdAQmAstMzsnfx Scale = 1:14.2 1 2 3 4 4x6 2-10-142-10-14 -1-0-0 1-0-0 2-10-14 2-10-14 0-6-122-3-10-4-151-10-32-3-17.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.12 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=78/Mechanical, 2=210/0-3-8, 4=38/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-48(LC 12), 2=-28(LC 12) Max Grav 3=116(LC 19), 2=305(LC 19), 4=51(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A18 Truss Type GABLE Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993044 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:03 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-zC0ya18c5MRdSL7XHF?1NA909DjPqq9KfQvQQpzsnfw Scale = 1:36.3 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 3x4 4x4 10-6-010-6-0 -1-0-0 1-0-0 5-3-0 5-3-0 10-6-0 5-3-0 0-11-126-2-120-11-1212.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.24 0.07 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 1 1 11 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 10-11: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-6-0. (lb) - Max Horz 19=190(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 11, 16, 17, 14, 13 except 19=-115(LC 6), 18=-146(LC 10), 12=-149(LC 11) Max Grav All reactions 250 lb or less at joint(s) 19, 11, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-115/265, 5-6=-160/356, 6-7=-160/353 WEBS 6-15=-405/139 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 3-6-6, Corner(3R) 3-6-6 to 5-9-14, Corner(3E) 5-9-14 to 10-4-4 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) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 16, 17, 14, 13 except (jt=lb) 19=115, 18=146, 12=149. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A18A Truss Type Common Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39993045 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:05 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-wb8i?iAsdzhKheHvPg1VSbEKE1NtIm2c6kOXUhzsnfu Scale = 1:39.9 1 2 3 4 7 6 5 8 9 4x4 6x8 1.5x4 1.5x4 4x8 6x8 5-3-05-3-0 10-6-05-3-0 -1-0-0 1-0-0 5-3-0 5-3-0 10-6-0 5-3-0 0-11-126-2-120-11-1212.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.33 0.20 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-7,4-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=544/0-3-8, 5=455/Mechanical Max Horz 7=190(LC 7) Max Uplift 7=-70(LC 10), 5=-52(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-447/158, 3-4=-438/160, 2-7=-499/225, 4-5=-409/164 BOT CHORD 6-7=-257/333 WEBS 2-6=-139/276 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Exterior(2R) 3-6-6 to 5-9-14, Exterior(2E) 5-9-14 to 10-4-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A19 Truss Type Jack-Open Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993046 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:06 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-Onh4C2AUOHpBJos6zNYk_onSZRfJ1DvmLO8408zsnft Scale = 1:43.5 1 2 3 5 467 4x8 1.5x4 3x6 1.5x4 3-2-63-2-6 6-4-123-2-6 3-2-6 3-2-6 6-4-12 3-2-6 0-11-127-4-812.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-12], [5:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.55 0.51 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.15 -0.00 (loc) 4-5 4-5 4 l/defl >913 >475 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=729/0-3-8, 4=1133/Mechanical Max Horz 5=249(LC 8) Max Uplift 4=-335(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=335. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 435 lb down and 72 lb up at 2-0-12, and 435 lb down and 72 lb up at 4-0-12, and 443 lb down and 64 lb up at 6-3-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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=-70, 4-5=-20 Concentrated Loads (lb) Vert: 4=-443(B) 6=-435(B) 7=-435(B) January 22,2020 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 Sebastian_Master Truss A19A Truss Type Jack-Open Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39993047 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:06 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-Onh4C2AUOHpBJos6zNYk_onPkRfF1BAmLO8408zsnft Scale = 1:43.5 1 2 3 5 4 6x12 MT20HS 1.5x4 1.5x4 6-4-126-4-12 -1-0-0 1-0-0 6-4-12 6-4-12 0-11-127-4-812.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [5:0-3-8,Edge], [5:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.73 0.51 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.15 0.00 (loc) 4-5 4-5 l/defl >630 >483 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 28 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=362/0-3-8, 4=267/Mechanical Max Horz 5=289(LC 10) Max Uplift 4=-216(LC 10) Max Grav 5=362(LC 1), 4=310(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-311/49, 2-3=-285/149 WEBS 3-4=-232/338 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=216. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A19B Truss Type Jack-Open Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993048 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:07 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-szFTQOB69ay2xyRIW53zX0Jear2umhAva1tdZazsnfs Scale = 1:32.8 1 2 3 4 7 6 5 3x4 3x4 5x6 3x4 3x4 1.5x4 4-4-124-4-12 6-4-122-0-0 -1-0-0 1-0-0 4-4-12 4-4-12 6-4-12 2-0-0 0-11-125-2-65-4-85-2-612.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8], [4:Edge,0-1-8], [5:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.47 0.29 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.11 -0.00 (loc) 6-7 6-7 5 l/defl >875 >689 n/a L/d 240 180 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 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=362/0-3-8, 5=267/Mechanical Max Horz 7=222(LC 7) Max Uplift 7=-40(LC 10), 5=-110(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-291/198 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=110. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A19C Truss Type Jack-Open Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993049 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:08 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-KAprdkCkwu4vY60U4obC4DssiEPSV7f3ohdB50zsnfr Scale = 1:20.7 1 2 3 4 7 6 5 8 9 1.5x4 5x6 1.5x4 3x4 3x6 3x4 2-4-122-4-12 6-4-124-0-0 -1-0-0 1-0-0 2-4-12 2-4-12 6-4-12 4-0-0 0-11-123-2-63-4-83-2-612.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-15] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.31 0.14 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=362/0-3-8, 5=267/Mechanical Max Horz 7=139(LC 5) Max Uplift 7=-131(LC 8), 5=-159(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-353/140, 2-3=-258/114 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=131, 5=159. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 82 lb up at 2-4-12, and 87 lb down and 79 lb up at 4-5-8 on top chord, and 21 lb down and 26 lb up at 2-5-8, and 21 lb down and 26 lb up at 4-5-8 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=-70, 2-3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 6=0(F) 9=0(F) January 22,2020 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 Sebastian_Master Truss A20 Truss Type Jack-Open Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39993050 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:29 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-DCan1vSvzLjwaK6XpiT7QfERLiaowdJ8dTCoKIzsnfW Scale = 1:20.1 1 2 5 3 4 3x4 4x4 2-4-122-4-12 -1-0-0 1-0-0 2-4-12 2-4-12 0-11-123-4-82-10-13-4-812.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.32 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=200/0-3-8, 3=58/Mechanical, 4=20/Mechanical Max Horz 5=123(LC 10) Max Uplift 3=-80(LC 10), 4=-14(LC 10) Max Grav 5=217(LC 16), 3=74(LC 18), 4=41(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A22 Truss Type GABLE Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993051 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:30 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-hP89FFTXkfrnBUhjNQ_MzsmdQ6xNf_lIs6yLtkzsnfV Scale = 1:49.3 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 2x4 3x4 4x4 2x4 3x4 13-7-013-7-0 -1-0-0 1-0-0 6-9-8 6-9-8 13-7-0 6-9-8 14-7-0 1-0-0 0-11-127-9-40-11-1212.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.09 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 86 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF 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 13-7-0. (lb) - Max Horz 24=-242(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-136(LC 6), 14=-106(LC 7), 23=-174(LC 10), 15=-166(LC 11) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 except 19=272(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-139/328, 6-7=-172/393, 7-8=-172/393, 8-9=-139/328 WEBS 7-19=-460/160 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 3-6-6, Corner(3R) 3-6-6 to 10-0-10, Corner(3E) 10-0-10 to 14-7-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=136, 14=106, 23=174, 15=166. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A23 Truss Type QUEENPOST Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993052 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:32 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-dnGvgxVoGG5VRor6Ur0r2HryewXa7vtbKQRSxdzsnfT Scale = 1:66.8 1 2 3 4 5 6 7 13 14 15 16 17 18 19 20 8 9 10 11 12 31 30 29 28 27 2625 24 23 22 21 38 37 34 35 32 33 36 3940 3x6 4x6 3x6 3x6 4x4 4x8 4x4 6x6 3x6 2x4 4x6 8-3-88-3-8 16-5-128-2-4 23-11-87-5-12 -1-0-0 1-0-0 4-0-2 4-0-2 8-3-8 4-3-6 12-6-14 4-3-6 13-5-12 0-10-14 23-11-8 10-5-12 24-11-8 1-0-0 0-11-1211-5-83-11-1211-5-812.00 12 Plate Offsets (X,Y)-- [7:0-2-8,Edge], [13:0-2-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.31 0.49 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 0.01 (loc) 30-31 30-31 22 l/defl >999 >984 n/a L/d 240 180 n/a PLATES MT20 Weight: 206 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-31,19-21: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-33, 12-36, 14-26, 15-25 JOINTS 1 Brace at Jt(s): 32, 37 REACTIONS.All bearings 10-8-0 except (jt=length) 31=0-3-8. (lb) - Max Horz 31=387(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 25, 24 except 27=-315(LC 3), 23=-111(LC 11), 22=-584(LC 11), 21=-343(LC 9), 31=-106(LC 10) Max Grav All reactions 250 lb or less at joint(s) 27, 25, 24, 23 except 26=350(LC 3), 22=453(LC 9), 21=601(LC 11), 31=841(LC 1), 28=546(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-295/127, 3-5=-645/235, 5-6=-185/264, 6-7=-139/260, 13-14=-133/262, 2-31=-353/154, 19-21=-589/305 BOT CHORD 30-31=-258/600, 28-30=-238/541, 27-28=-238/541 WEBS 5-38=-538/207, 37-38=-523/196, 34-37=-563/170, 34-35=-614/200, 32-35=-611/199, 32-33=-684/235, 33-36=-709/246, 36-39=-807/278, 27-39=-639/220, 5-30=-44/406, 19-22=-397/713, 3-31=-558/94 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 3-10-4, Exterior(2R) 3-10-4 to 20-1-12, Exterior(2E) 20-1-12 to 24-11-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 24 except (jt=lb) 27=315, 23=111, 22=584, 21=343, 31=106. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A23A Truss Type Piggyback Base Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39993053 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:34 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-ZAOg5dW2otLDg5?UcG2J7ixF3jEBboAunkwZ0WzsnfR Scale = 1:65.2 1 2 3 4 5 6 7 8 15 14 13 11 10 9 16 17 18 12 3x6 4x8 5x6 2x4 6x12 MT20HS 4x6 4x4 4x4 3x4 6x8 5x6 5-4-105-4-10 10-5-125-1-2 15-8-85-2-12 16-5-120-9-4 23-11-87-5-12 -1-0-0 1-0-0 5-4-10 5-4-10 10-5-12 5-1-2 16-5-12 6-0-0 23-11-8 7-5-12 24-11-8 1-0-0 0-11-1211-5-83-11-1211-5-812.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-6-4,0-1-12], [6:0-2-12,0-1-8], [7:0-3-8,Edge], [10:0-1-12,0-0-0], [11:0-5-8,0-3-0], [11:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.51 0.36 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 0.01 (loc) 9-10 9-10 9 l/defl >999 >538 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 141 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-14,2-14: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 9-6-4 oc bracing. WEBS 1 Row at midpt 5-10, 6-10 REACTIONS.(lb/size)15=1071/0-3-8, 9=1006/0-3-8, 12=214/0-3-8 Max Horz 15=387(LC 9) Max Uplift 15=-110(LC 10), 9=-70(LC 11), 12=-60(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1098/203, 3-5=-830/302, 5-6=-407/275, 6-7=-767/230, 7-9=-927/197, 2-15=-1022/217 BOT CHORD 14-15=-385/431, 13-14=-223/757, 12-13=-149/518, 10-12=-149/518 WEBS 3-13=-371/271, 5-13=-137/352, 5-10=-255/153, 7-10=-81/391, 2-14=-9/523 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 4-0-13, Exterior(2R) 4-0-13 to 20-5-2, Exterior(2E) 20-5-2 to 24-11-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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 6 = 12% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 12 except (jt=lb) 15=110. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A24 Truss Type GABLE Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993054 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:36 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-WYVQVJYIKVbxvP9tjh5nC70frX_y3kuAE2Pg4OzsnfP Scale = 1:37.2 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 3x4 4x4 3x4 10-10-010-10-0 -1-0-0 1-0-0 5-5-0 5-5-0 10-10-0 5-5-0 11-10-0 1-0-0 0-11-126-4-120-11-1212.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.24 0.08 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 11 10 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF 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 10-10-0. (lb) - Max Horz 20=-205(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 12, 17, 18, 15, 14 except 20=-111(LC 6), 19=-145(LC 10), 13=-139(LC 11) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-113/283, 5-6=-158/369, 6-7=-158/369, 7-8=-113/283 WEBS 6-16=-428/137 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 3-6-6, Corner(3R) 3-6-6 to 7-3-10, Corner(3E) 7-3-10 to 11-10-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 17, 18, 15, 14 except (jt=lb) 20=111, 19=145, 13=139. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A25 Truss Type Half Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993055 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:38 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-SxdBw_ZZs6rf9jIFr57FHY5qLKU0XTsTiMum9HzsnfN Scale = 1:72.8 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 3x6 5x6 3x8 MT18HS 3x4 6x12 MT20HS6x8 3x8 MT18HS 3x6 1.5x4 4x8 3x4 3x4 3x4 5x6 5x6 3x8 MT18HS 7-1-67-1-6 14-1-67-0-0 22-10-48-8-14 31-7-28-8-14 40-7-89-0-6 -1-0-0 1-0-0 7-1-6 7-1-6 14-1-6 7-0-0 20-8-0 6-6-11 27-2-11 6-6-11 33-9-5 6-6-11 40-7-8 6-10-3 0-6-128-7-138-9-98-7-137.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-13,0-5-6], [2:0-0-6,0-0-11], [10:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.94 0.88 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.42 0.16 (loc) 14 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18HS Weight: 194 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 *Except* 2-15: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 3-17: 2x4 SPF Stud, 6-16,9-11: 2x4 SPF 1650F 1.5E WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-1-11 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 8-1-2 oc bracing. WEBS 1 Row at midpt 10-11, 3-16, 6-16, 6-14, 8-12, 9-11 REACTIONS.(lb/size)11=1821/Mechanical, 2=1892/0-3-8 Max Horz 2=353(LC 11) Max Uplift 11=-363(LC 9), 2=-221(LC 12) Max Grav 11=2583(LC 29), 2=2099(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3292/316, 3-5=-2872/319, 5-6=-2432/334, 6-8=-2878/338, 8-9=-2091/247, 10-11=-340/96 BOT CHORD 2-17=-499/2703, 16-17=-499/2703, 14-16=-517/2940, 12-14=-468/2663, 11-12=-333/1755 WEBS 3-16=-941/268, 5-16=-23/941, 6-16=-818/278, 6-14=-308/154, 8-14=-46/532, 8-12=-1234/241, 9-12=-93/1326, 9-11=-2774/417 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 7-8-7, Exterior(2R) 7-8-7 to 20-8-0, Interior(1) 20-8-0 to 35-11-6, Exterior(2E) 35-11-6 to 40-5-12 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=363, 2=221. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A25A Truss Type Half Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993056 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:40 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-OKlxLgbpNj6NO0SeyW9jNzB9B88_?NZm9gNtD9zsnfL Scale = 1:73.5 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 20 21 22 23 24 25 26 5x6 3x6 3x4 6x12 MT20HS6x6 3x8 MT18HS 3x6 1.5x4 4x8 3x4 3x4 3x4 5x6 5x6 3x8 MT18HS 6-1-66-1-6 12-1-66-0-0 21-6-49-4-14 30-11-29-4-14 40-7-89-8-6 -1-0-0 1-0-0 6-1-6 6-1-6 12-1-6 6-0-0 19-2-0 7-0-11 26-2-11 7-0-11 33-3-5 7-0-11 40-7-8 7-4-3 0-6-127-5-137-7-97-5-137.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-14], [2:0-5-6,0-0-13], [2:0-0-11,0-0-6], [9:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.98 0.91 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.50 0.18 (loc) 13 13-15 10 l/defl >999 >968 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18HS Weight: 183 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 2100F 1.8E, 6-9: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 9-10,3-16,3-15,4-15: 2x4 SPF Stud, 5-15,8-10: 2x4 SPF 1650F 1.5E WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 9-3-4 oc bracing. WEBS 1 Row at midpt 5-15, 7-11, 8-10 REACTIONS.(lb/size)10=1821/Mechanical, 2=1892/0-3-8 Max Horz 2=304(LC 11) Max Uplift 10=-365(LC 9), 2=-201(LC 12) Max Grav 10=2576(LC 29), 2=2083(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3268/323, 3-4=-3101/369, 4-5=-2651/344, 5-7=-3398/424, 7-8=-2540/309, 9-10=-367/99 BOT CHORD 2-16=-508/2761, 15-16=-508/2761, 13-15=-587/3446, 11-13=-545/3180, 10-11=-387/2155 WEBS 3-15=-754/230, 4-15=-47/1046, 5-15=-1129/304, 7-13=-36/427, 7-11=-1168/244, 8-11=-79/1241, 8-10=-3006/459 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Interior(1) 3-6-6 to 5-8-7, Exterior(2R) 5-8-7 to 18-6-4, Interior(1) 18-6-4 to 35-11-6, Exterior(2E) 35-11-6 to 40-5-12 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=365, 2=201. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A25B Truss Type Half Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993057 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:42 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-KithmMc3vLM4dKc14xCBSOGWkypDTJS3d_s_I2zsnfJ Scale = 1:73.5 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 23 24 25 26 27 28 5x6 3x6 3x4 6x12 MT20HS6x6 5x9 WB 3x6 1.5x4 4x8 4x8 1.5x4 1.5x4 4x8 1.5x4 4x6 4x8 4x6 3x8 MT18HS 5-1-65-1-6 10-1-65-0-0 16-0-135-11-8 22-2-16-1-4 28-3-56-1-4 34-4-86-1-4 40-7-86-3-0 -1-0-0 1-0-0 5-1-6 5-1-6 10-1-6 5-0-0 16-0-13 5-11-8 22-2-1 6-1-4 28-3-5 6-1-4 34-4-8 6-1-4 40-7-8 6-3-0 0-6-126-3-136-5-96-3-137.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13], [2:Edge,0-2-14] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.92 0.99 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.56 0.21 (loc) 15-16 15-16 11 l/defl >999 >875 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18HS Weight: 193 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-7: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 *Except* 2-17: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* 5-18,5-15,8-15,8-12,9-11: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-18, 5-15, 8-12 2 Rows at 1/3 pts 9-11 REACTIONS.(lb/size)11=1821/Mechanical, 2=1892/0-3-8 Max Horz 2=256(LC 11) Max Uplift 11=-368(LC 9), 2=-198(LC 9) Max Grav 11=2563(LC 29), 2=2019(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3398/373, 3-4=-3323/426, 4-5=-2847/389, 5-6=-4080/562, 6-8=-4080/562, 8-9=-2249/328, 10-11=-307/84 BOT CHORD 2-19=-511/2872, 18-19=-511/2872, 16-18=-642/3938, 15-16=-642/3938, 13-15=-578/3510, 12-13=-578/3510, 11-12=-378/2249 WEBS 3-18=-573/182, 4-18=-96/1229, 5-18=-1537/306, 6-15=-578/184, 8-15=-124/801, 8-12=-1771/280, 9-12=-109/1370, 9-11=-3128/454 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Exterior(2R) 3-6-6 to 16-6-4, Interior(1) 16-6-4 to 35-11-6, Exterior(2E) 35-11-6 to 40-5-12 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=368, 2=198. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A25C Truss Type Half Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993058 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:45 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-lHYqOOfyCGkfVoLbl4lu41u0v9t2ggQVJy4evNzsnfG Scale = 1:73.5 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 23 24 25 26 6x12 MT20HS 3x12 MT18HS 3x4 6x12 MT20HS8x8 6x12 MT20HS4x8 1.5x4 4x4 3x4 1.5x4 4x8 1.5x4 6x8 1.5x4 6x8 3x6 6x12 MT20HS 8-1-68-1-6 14-5-106-4-4 20-11-116-6-0 27-5-116-6-0 33-11-126-6-1 40-7-86-7-13 -1-0-0 1-0-0 4-1-6 4-1-6 8-1-6 4-0-0 14-5-10 6-4-4 20-11-11 6-6-0 27-5-11 6-6-0 33-11-12 6-6-1 40-7-8 6-7-13 0-6-125-1-135-3-95-1-137.00 12 Plate Offsets (X,Y)-- [2:0-0-12,Edge], [2:0-5-1,0-2-0], [2:0-0-13,0-0-0], [4:0-8-8,0-2-0], [11:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.92 0.85 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.48 -0.74 0.24 (loc) 16 16-18 12 l/defl >999 >656 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18HS Weight: 177 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* 6-19,7-18,7-14,10-14,10-12: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 7-11-13 oc bracing. WEBS 1 Row at midpt 6-19 2 Rows at 1/3 pts 10-12 REACTIONS.(lb/size)12=1821/Mechanical, 2=1892/0-3-8 Max Horz 2=208(LC 11) Max Uplift 12=-369(LC 9), 2=-233(LC 9) Max Grav 12=2555(LC 29), 2=2112(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3561/451, 3-4=-3560/465, 4-6=-3060/423, 6-7=-4759/671, 7-9=-4471/638, 9-10=-4471/638, 11-12=-330/87 BOT CHORD 2-19=-531/2990, 18-19=-755/4759, 16-18=-816/5091, 14-16=-816/5091, 13-14=-471/2929, 12-13=-471/2929 WEBS 3-19=-386/193, 4-19=-107/1307, 6-19=-2122/382, 6-18=-13/405, 7-18=-414/145, 7-16=0/262, 7-14=-774/117, 9-14=-559/194, 10-14=-314/1925, 10-13=0/282, 10-12=-3612/530 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Exterior(2R) 3-6-6 to 14-5-10, Interior(1) 14-5-10 to 35-11-6, Exterior(2E) 35-11-6 to 40-5-12 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=369, 2=233. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 22,2020 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 Sebastian_Master Truss A25D Truss Type HALF HIP GIRDER Qty 1 Ply 2 Sebastian_Master Job Reference (optional) I39993059 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:55:04 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-MpcXDcYKoKnLoWPAa_r74OEHV2ZGAzvOHxeuqgzsll5 Scale = 1:71.7 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 6x10 4x8 2x4 6x12 MT20HS5x9 7x12 MT18HS 4x6 3x6 4x6 5x9 2x4 4x8 3x6 2x4 4x8 3x6 4x8 2x4 5x9 3x6 7x12 MT18HS 4x8 6x12 MT20HS 3-1-63-1-6 6-1-63-0-0 11-1-125-0-7 16-0-74-10-11 20-11-14-10-11 25-9-124-10-11 30-8-74-10-11 35-7-14-10-11 40-7-85-0-7 -1-0-0 1-0-0 3-1-6 3-1-6 6-1-6 3-0-0 11-1-12 5-0-7 16-0-7 4-10-11 20-11-1 4-10-11 25-9-12 4-10-11 30-8-7 4-10-11 35-7-1 4-10-11 40-7-8 5-0-7 0-6-124-1-97.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-4], [4:0-7-4,0-3-0], [14:Edge,0-3-12], [16:0-1-8,0-2-0], [22:0-4-0,0-2-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.74 0.54 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.58 -0.83 0.14 (loc) 19 19-20 14 l/defl >830 >584 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18HS Weight: 559 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP DSS WEBS 2x4 SPF Stud *Except* 4-22,7-22,7-19,10-19,10-16,12-16,12-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-2 max.): 4-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-14 REACTIONS.(lb/size)14=5621/Mechanical, 2=5093/0-3-8 Max Horz 2=159(LC 42) Max Uplift 14=-1548(LC 7), 2=-1227(LC 7) Max Grav 14=6329(LC 27), 2=5394(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9777/2268, 3-4=-10169/2429, 4-5=-13541/3289, 5-6=-13541/3289, 6-27=-13541/3289, 7-27=-13541/3289, 7-28=-16799/4163, 8-28=-16799/4163, 8-9=-16799/4163, 9-10=-16799/4163, 10-29=-12532/3078, 11-29=-12532/3078, 11-12=-12532/3078, 13-14=-268/71 BOT CHORD 2-24=-2061/8375, 24-30=-2061/8375, 23-30=-2061/8375, 23-31=-2191/8844, 31-32=-2191/8844, 22-32=-2191/8844, 22-33=-4074/16375, 21-33=-4074/16375, 20-21=-4074/16375, 20-34=-4074/16375, 34-35=-4074/16375, 19-35=-4074/16375, 19-36=-3962/15722, 36-37=-3962/15722, 18-37=-3962/15722, 17-18=-3962/15722, 17-38=-3962/15722, 38-39=-3962/15722, 39-40=-3962/15722, 16-40=-3962/15722, 16-41=-1862/7468, 41-42=-1862/7468, 15-42=-1862/7468, 15-43=-1862/7468, 43-44=-1862/7468, 44-45=-1862/7468, 14-45=-1862/7468 WEBS 3-24=-372/148, 3-23=-349/480, 4-23=-307/1411, 4-22=-1468/5772, 5-22=-536/188, 7-22=-3517/936, 7-20=-256/1128, 7-19=-225/652, 8-19=-281/164, 10-19=-327/1338, 10-17=-252/1114, 10-16=-3960/1030, 11-16=-507/152, 12-16=-1577/6287, 12-15=-244/1077, 12-14=-9202/2255 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding.Continued on page 2 January 22,2020 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 Sebastian_Master Truss A25D Truss Type HALF HIP GIRDER Qty 1 Ply 2 Sebastian_Master Job Reference (optional) I39993059 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:55:04 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-MpcXDcYKoKnLoWPAa_r74OEHV2ZGAzvOHxeuqgzsll5 NOTES- 8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1548 lb uplift at joint 14 and 1227 lb uplift at joint 2. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 443 lb down and 100 lb up at 4-2-2, 364 lb down and 122 lb up at 6-2-1, 364 lb down and 122 lb up at 8-2-1, 364 lb down and 122 lb up at 10-2-2, 364 lb down and 122 lb up at 12-2-2, 364 lb down and 122 lb up at 14-2-2, 364 lb down and 122 lb up at 16-2-2, 364 lb down and 122 lb up at 18-2-2, 364 lb down and 122 lb up at 20-2-2, 364 lb down and 122 lb up at 22-2-2, 364 lb down and 122 lb up at 24-2-2, 364 lb down and 122 lb up at 26-2-2, 364 lb down and 122 lb up at 28-2-2, 364 lb down and 122 lb up at 30-2-2, 364 lb down and 122 lb up at 32-2-2, 364 lb down and 122 lb up at 34-2-2, 364 lb down and 122 lb up at 36-2-2, and 364 lb down and 122 lb up at 38-2-2, and 371 lb down and 115 lb up at 40-2-2 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: 1-4=-70, 4-13=-70, 2-14=-20 Concentrated Loads (lb) Vert: 21=-364 23=-364 20=-364 30=-443(F) 31=-364 32=-364 33=-364 34=-364 35=-364 36=-364 37=-364 38=-364 39=-364 40=-364 41=-364 42=-364 43=-364 44=-364 45=-371 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 Sebastian_Master Truss A26 Truss Type Jack-Open Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39993060 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:50 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-5FMjS5j41oMybZDZYdL3n4b15AkaL7WESEoPaazsnfB Scale = 1:17.7 1 2 3 4 4x6 4-1-54-1-5 -1-0-0 1-0-0 4-1-5 4-1-5 0-6-122-11-82-6-92-11-87.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.31 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.04 0.01 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=118/Mechanical, 2=261/0-3-8, 4=56/Mechanical Max Horz 2=121(LC 12) Max Uplift 3=-71(LC 12), 2=-29(LC 12) Max Grav 3=183(LC 19), 2=390(LC 19), 4=74(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A26A Truss Type Jack-Open Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39993061 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:51 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-ZRv5fRjjo5UpDjol5KsIJH8Fma1g4a4OhuXy61zsnfA Scale = 1:11.7 1 2 3 6 4 5 4x4 5x6 1.5x4 2-1-52-1-5 4-1-52-0-0 -1-0-0 1-0-0 2-1-5 2-1-5 4-1-5 2-0-0 0-6-121-7-131-9-81-7-131-4-57.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.13 0.39 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.05 (loc) 6 6 4 l/defl >999 >810 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=68/Mechanical, 2=261/0-3-8, 5=106/Mechanical Max Horz 2=69(LC 12) Max Uplift 4=-29(LC 8), 2=-47(LC 12), 5=-5(LC 12) Max Grav 4=116(LC 29), 2=379(LC 30), 5=116(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A28 Truss Type Jack-Open Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993062 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:52 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-2dTTsnkLZPcgqsNyf2NXsVgLa_RYp1?XwYHWeTzsnf9 Scale = 1:20.0 1 2 8 3 4 5x6 4-1-64-1-6 -2-0-0 2-0-0 4-1-6 4-1-6 0-6-122-11-90-4-152-6-102-11-87.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-11], [2:0-0-13,0-5-6] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.44 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 -0.01 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 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 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=106/Mechanical, 2=357/0-3-8, 4=42/Mechanical Max Horz 2=143(LC 12) Max Uplift 3=-65(LC 12), 2=-66(LC 12) Max Grav 3=171(LC 19), 2=493(LC 19), 4=70(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A28A Truss Type Jack-Open Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993063 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:44:54 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-_0bEHTmb40tN4AXKnSP?xwmgQn3CHxtqNrmdjLzsnf7 Scale = 1:14.0 1 2 3 6 4 5 4x4 5x6 1.5x4 2-1-52-1-5 4-1-62-0-0 -2-0-0 2-0-0 2-1-5 2-1-5 4-1-6 2-0-0 0-6-121-7-131-9-90-3-81-4-51-7-137.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-11], [2:0-0-13,0-5-6] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.49 0.34 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.05 0.04 (loc) 6 6 4 l/defl >999 >961 n/a L/d 240 180 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 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=68/Mechanical, 2=357/0-3-8, 5=80/Mechanical Max Horz 2=90(LC 12) Max Uplift 4=-29(LC 8), 2=-83(LC 12) Max Grav 4=116(LC 29), 2=544(LC 30), 5=103(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A29 Truss Type HIP GIRDER Qty 1 Ply 2 Sebastian_Master Job Reference (optional) I39993064 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:55:27 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-BEVD2UqlOPh432gbQJlWWFhELJNU3Kena0jc7rzslkk Scale = 1:41.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 19 20 21 22 23 24 25 26 27 28 29 30 5x12 MT18HS 5x6 6x8 5x6 4x6 2x4 8x8 4x8 5x6 4x8 5x6 3x8 MT18HS5x9 5x6 3-9-143-9-14 7-3-03-5-2 11-1-23-10-2 15-1-13-11-14 18-11-33-10-2 21-8-02-8-13 -2-0-0 2-0-0 3-9-14 3-9-14 7-3-0 3-5-2 11-1-2 3-10-2 15-1-1 3-11-14 18-11-3 3-10-2 21-8-0 2-8-13 0-6-124-7-124-9-83-2-64-7-127.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-2-14], [4:0-7-12,0-1-8], [8:Edge,0-1-12], [10:0-2-4,0-2-0], [13:0-4-12,0-2-0], [14:0-4-0,0-4-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.63 0.67 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.27 0.06 (loc) 13-14 13-14 9 l/defl >999 >955 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 261 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF Stud *Except* 8-9,8-10: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-1 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=5408/0-3-8, 9=5201/0-3-8 Max Horz 2=177(LC 68) Max Uplift 2=-1171(LC 10), 9=-1186(LC 6) Max Grav 2=5662(LC 31), 9=5432(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9129/1918, 3-4=-9283/2017, 4-5=-7951/1745, 5-19=-6813/1489, 19-20=-6813/1489, 6-20=-6813/1489, 6-7=-3038/721, 7-8=-3541/825, 8-9=-5351/1193 BOT CHORD 2-21=-1763/7818, 15-21=-1763/7818, 15-22=-1763/7818, 22-23=-1763/7818, 14-23=-1763/7818, 14-24=-2034/9092, 24-25=-2034/9092, 25-26=-2034/9092, 13-26=-2034/9092, 13-27=-2034/9092, 27-28=-2034/9092, 12-28=-2034/9092, 11-12=-1545/6813, 11-29=-1545/6813, 10-29=-1545/6813 WEBS 3-14=-416/340, 4-14=-920/4304, 5-14=-1676/430, 5-13=-636/3112, 5-12=-3347/715, 6-12=-745/3503, 6-10=-5535/1210, 7-10=-349/1495, 8-10=-1085/4731 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1171 lb uplift at joint 2 and 1186 lb uplift at joint 9. Continued on page 2 January 22,2020 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 Sebastian_Master Truss A29 Truss Type HIP GIRDER Qty 1 Ply 2 Sebastian_Master Job Reference (optional) I39993064 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:55:27 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-BEVD2UqlOPh432gbQJlWWFhELJNU3Kena0jc7rzslkk NOTES- 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 431 lb down and 96 lb up at 3-3-12, 307 lb down and 78 lb up at 5-3-12, 891 lb down and 212 lb up at 6-2-14, 415 lb down and 134 lb up at 7-3-12, 654 lb down and 139 lb up at 8-2-1, 415 lb down and 134 lb up at 9-3-12, 1800 lb down and 438 lb up at 9-11-4, 698 lb down and 169 lb up at 10-2-1, 727 lb down and 190 lb up at 12-2-1, 766 lb down and 172 lb up at 14-2-1, 423 lb down and 267 lb up at 16-2-1, and 343 lb down and 248 lb up at 18-2-1, and 661 lb down and 191 lb up at 19-7-0 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: 1-4=-70, 4-7=-70, 7-8=-70, 9-16=-20 Concentrated Loads (lb) Vert: 11=-423(F) 14=-415 21=-431 22=-307 23=-891(F) 24=-654(F) 25=-415 26=-2498(F=-698, B=-1800) 27=-727(F) 28=-766(F) 29=-343(F) 30=-661(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 Sebastian_Master Truss A30 Truss Type Jack-Open Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993065 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:28 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-_Zf4Q5Aw4T9Z9P7smb0zJ5AUrUgXFJHqC8?QvNzsneb Scale = 1:14.7 1 2 3 6 4 5 4x4 5x6 1.5x4 2-4-32-4-3 4-4-32-0-0 -2-0-0 2-0-0 2-4-3 2-4-3 4-4-3 2-0-0 0-6-121-9-71-11-31-9-71-5-157.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-11], [2:0-0-13,0-5-6] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.49 0.38 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.06 0.05 (loc) 6 6 4 l/defl >999 >815 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=68/Mechanical, 2=366/0-3-8, 5=92/Mechanical Max Horz 2=96(LC 12) Max Uplift 4=-29(LC 8), 2=-84(LC 12) Max Grav 4=116(LC 29), 2=559(LC 30), 5=113(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A30A Truss Type Jack-Open Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993066 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:29 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-SlCTdRBYrnHQmYi3KJYCsIjgEu2Z_mA_QolzRqzsnea Scale = 1:20.7 1 2 8 3 45x6 4-4-34-4-3 -2-0-0 2-0-0 4-4-3 4-4-3 0-6-123-1-32-8-43-1-37.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-11], [2:0-0-13,0-5-6] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.44 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.04 0.01 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 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 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=114/Mechanical, 2=366/0-3-8, 4=46/Mechanical Max Horz 2=148(LC 12) Max Uplift 3=-70(LC 12), 2=-66(LC 12) Max Grav 3=184(LC 19), 2=494(LC 19), 4=75(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A31 Truss Type Hip Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993067 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:33 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-LWSzToE3v?nrFA?qZ9c808tH3VQHwXTZLQjBabzsneW Scale: 3/8"=1' 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 6x6 5x6 2x4 3x6 4x4 4x6 5x6 4x8 3-10-03-10-0 7-10-04-0-0 11-8-03-10-0 3-10-0 3-10-0 7-10-0 4-0-0 11-8-0 3-10-0 13-8-0 2-0-0 3-2-65-3-85-5-33-2-65-3-87.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.65 0.15 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 1-9,4-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)9=789/Mechanical, 6=958/0-3-8 Max Horz 9=-193(LC 6) Max Uplift 9=-385(LC 10), 6=-467(LC 11) Max Grav 9=906(LC 31), 6=1203(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-607/289, 2-3=-434/289, 3-4=-601/307, 1-9=-790/341, 4-6=-1098/402 BOT CHORD 7-8=-285/494 WEBS 1-8=-299/551, 4-7=-300/569 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=385, 6=467. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 101 lb down and 60 lb up at 3-10-0, and 101 lb down and 57 lb up at 5-10-0, and 101 lb down and 60 lb up at 7-10-0 on top chord, and 171 lb down and 139 lb up at 1-10-12, 96 lb down and 92 lb up at 3-10-12, 96 lb down and 92 lb up at 5-10-0, and 96 lb down and 92 lb up at 7-9-4, and 158 lb down and 192 lb up at 9-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 January 22,2020 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 Sebastian_Master Truss A31 Truss Type Hip Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993067 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:33 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-LWSzToE3v?nrFA?qZ9c808tH3VQHwXTZLQjBabzsneW LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 4-5=-70, 6-9=-20 Concentrated Loads (lb) Vert: 2=-66(B) 3=-66(B) 8=-15(B) 7=-15(B) 11=-66(B) 13=-171(B) 14=-15(B) 15=-158(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 Sebastian_Master Truss A31A Truss Type Common Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39993068 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:34 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-pj0Mh8FhgJvitKa07s7NZMQRdvl4f0Tja4Sk61zsneV Scale = 1:40.4 1 2 3 4 7 6 5 8 9 1.5x4 1.5x4 4x6 6x6 4x8 6x6 5-10-05-10-0 11-8-05-10-0 5-10-0 5-10-0 11-8-0 5-10-0 13-8-0 2-0-0 3-2-66-7-33-2-67.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-3-0,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.72 0.24 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 -0.00 (loc) 6-7 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 1-7,3-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=498/Mechanical, 5=676/0-3-8 Max Horz 7=-230(LC 10) Max Uplift 7=-71(LC 12), 5=-115(LC 13) Max Grav 7=610(LC 19), 5=781(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-456/164, 2-3=-460/174, 1-7=-558/154, 3-5=-730/259 WEBS 1-6=-42/271, 3-6=-36/303 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 9-1-10, Exterior(2E) 9-1-10 to 13-8-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=115. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A32 Truss Type Jack-Open Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39993069 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:36 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-l5765qGxBw9Q6dkPEHArenVpKjTM7w901OxrBwzsneT Scale = 1:30.4 1 2 5 4 6 3 1.5x4 3x6 3x4 4x4 3-10-03-10-0 -2-0-0 2-0-0 3-10-0 3-10-0 3-2-65-5-35-0-57.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.58 0.12 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=355/0-3-8, 4=35/Mechanical, 3=78/Mechanical Max Horz 5=139(LC 9) Max Uplift 4=-72(LC 12), 3=-56(LC 12) Max Grav 5=510(LC 19), 4=108(LC 10), 3=136(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-475/21 BOT CHORD 4-5=-279/91 WEBS 2-4=-119/364 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A32A Truss Type Jack-Open Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993070 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:37 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-DHhUJAHZyEHHknJbo_h4A_2?L6q3sN89G2hOjMzsneS Scale = 1:24.4 1 2 3 4 7 6 5 1.5x4 1.5x4 3x4 3x6 3x4 5x6 1-10-01-10-0 3-10-02-0-0 -2-0-0 2-0-0 1-10-0 1-10-0 3-10-0 2-0-0 3-2-64-1-84-3-34-1-87.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.56 0.03 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=355/0-3-8, 5=114/Mechanical Max Horz 7=175(LC 11) Max Uplift 7=-86(LC 12), 5=-119(LC 9) Max Grav 7=542(LC 30), 5=191(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-527/170 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 3-8-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) 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) 7 except (jt=lb) 5=119. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A32B Truss Type Jack-Open Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993071 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:38 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-hUFsWVIBjYP8LxunMiCJjCa8oW9HbrSIViQyFozsneR Scale = 1:24.4 1 2 3 4 7 6 5 1.5x4 1.5x4 3x4 3x6 3x4 5x6 1-10-01-10-0 3-10-02-0-0 -2-0-0 2-0-0 1-10-0 1-10-0 3-10-0 2-0-0 3-2-64-1-84-3-34-1-87.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.65 0.03 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=340/0-3-8, 5=100/Mechanical Max Horz 7=175(LC 9) Max Uplift 7=-152(LC 10), 5=-172(LC 7) Max Grav 7=527(LC 28), 5=196(LC 71) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-512/156 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=152, 5=172. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 120 lb up at 1-10-0 on top chord, and 71 lb down and 75 lb up at 1-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 6=2(B) 3=26(B) January 22,2020 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 Sebastian_Master Truss A33 Truss Type Jack-Open Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993072 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:39 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-AgpFkrIpUrX?z5T_vPjYGP7KTwOkKIeSkMAVoFzsneQ Scale = 1:24.8 1 2 5 3 4 6x12 MT20HS 6x12 MT20HS 1-10-01-10-0 -2-0-0 2-0-0 1-10-0 1-10-0 3-2-64-3-33-10-54-3-37.00 12 Plate Offsets (X,Y)-- [2:0-4-1,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.59 0.46 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.15 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20HS Weight: 10 lb FT = 20% GRIP 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=322/0-3-8, 3=-24/Mechanical, 4=3/Mechanical Max Horz 5=-114(LC 10) Max Uplift 5=-6(LC 8), 3=-122(LC 18), 4=-67(LC 9) Max Grav 5=480(LC 19), 3=47(LC 10), 4=83(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-443/112 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 3=122. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A34 Truss Type Common Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39993073 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:39 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-AgpFkrIpUrX?z5T_vPjYGP7LswMwKFESkMAVoFzsneQ Scale = 1:56.7 1 2 3 4 5 8 7 6 3x4 5x6 3x4 4x6 5x6 4x4 9-1-4 9-1-4 9-3-0 0-1-12 10-4-8 1-1-8 -2-0-0 2-0-0 5-2-4 5-2-4 10-4-8 5-2-4 12-4-8 2-0-0 5-11-149-0-35-11-147.00 12 Plate Offsets (X,Y)-- [4:0-2-9,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.58 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.32 -0.00 (loc) 7-8 7-8 7 l/defl >671 >337 n/a L/d 240 180 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-7: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-7, 3-8 REACTIONS.(lb/size)8=533/0-3-8, 7=675/0-3-8 Max Horz 8=-342(LC 10) Max Uplift 8=-131(LC 12), 7=-149(LC 13) Max Grav 8=672(LC 19), 7=808(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-206/344, 3-4=-180/262, 2-8=-468/407, 4-6=-290/0 WEBS 3-7=-349/190, 3-8=-273/218, 4-7=-293/382 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-6-6, Exterior(2R) 2-6-6 to 7-10-2, Exterior(2E) 7-10-2 to 12-4-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=131, 7=149. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A34A Truss Type HIP GIRDER Qty 1 Ply 2 Sebastian_Master Job Reference (optional) I39993074 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:55:45 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-fib1pd128xyXDp23U54kE1QNeZfRHgEQjp4ZmozslkS Scale = 1:45.6 1 2 3 4 5 6 11 10 9 8 7 12 13 14 6x6 4x8 2x4 2x4 4x4 4x4 6x6 3x6 3x6 3-2-43-2-4 7-2-44-0-0 9-1-41-11-0 10-4-81-3-4 -2-0-0 2-0-0 3-2-4 3-2-4 7-2-4 4-0-0 10-4-8 3-2-4 12-4-8 2-0-0 5-11-147-8-77-10-35-11-147-8-77.00 12 Plate Offsets (X,Y)-- [4:0-1-0,0-2-0], [8:0-3-0,0-4-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.32 0.11 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.00 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 192 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-10,5-8: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 9-10. REACTIONS.(lb/size)11=765/0-3-8, 8=886/0-3-8 Max Horz 11=305(LC 9) Max Uplift 11=-871(LC 10), 8=-1124(LC 11) Max Grav 11=1232(LC 84), 8=1498(LC 82) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-402/325, 2-11=-1009/652 BOT CHORD 11-13=-278/235, 10-13=-278/235, 10-14=-399/393, 9-14=-399/393, 8-9=-284/269 WEBS 3-10=-379/451, 3-9=-319/274, 4-9=-469/629, 4-8=-928/777, 2-10=-560/687, 5-8=-455/303 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 871 lb uplift at joint 11 and 1124 lb uplift at joint 8. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 479 lb down and 538 lb up at 9-1-8 on top chord, and 430 lb down and 439 lb up at 1-3-0, 293 lb down and 276 lb up at 3-3-0, and 293 lb down and 276 lb up at 5-2-4, and 293 lb down and 276 lb up at 7-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 January 22,2020 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 Sebastian_Master Truss A34A Truss Type HIP GIRDER Qty 1 Ply 2 Sebastian_Master Job Reference (optional) I39993074 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:55:45 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-fib1pd128xyXDp23U54kE1QNeZfRHgEQjp4ZmozslkS LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 4-5=-70, 5-6=-70, 7-11=-20 Concentrated Loads (lb) Vert: 10=-82(B) 9=-82(B) 12=-56 13=-143(B) 14=-82(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 Sebastian_Master Truss A35 Truss Type Jack-Open Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39993075 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:43 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-2R3lZDMKY42QSiml8FoUQFI?sXsgG2e2ez8jx0zsneM Scale = 1:43.0 1 2 3 5 4 1.5x4 1.5x4 3x6 6x6 3-2-43-2-4 -2-0-0 2-0-0 3-2-4 3-2-4 5-11-147-10-37.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.69 0.08 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=336/0-3-8, 4=75/Mechanical Max Horz 5=-207(LC 10) Max Uplift 5=-82(LC 10), 4=-256(LC 9) Max Grav 5=517(LC 19), 4=305(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-488/233 BOT CHORD 4-5=-323/136 WEBS 2-4=-303/719 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=256. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A35A Truss Type Jack-Open Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993076 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:50 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-Lo_P1cRjuEwRonp53DQ7Ck4BmM7EOCN4FZKah6zsneF Scale = 1:37.0 1 2 3 4 7 6 5 4x4 3x4 5x6 1.5x4 1.5x4 3x4 1-2-41-2-4 3-2-42-0-0 -2-0-0 2-0-0 1-2-4 1-2-4 3-2-4 2-0-0 5-11-146-6-76-8-36-6-77.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.65 0.53 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.05 0.00 (loc) 5-6 5-6 5 l/defl >717 >714 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-4 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.(lb/size)7=348/0-3-8, 5=74/Mechanical Max Horz 7=-191(LC 8) Max Uplift 7=-572(LC 8), 5=-438(LC 7) Max Grav 7=812(LC 74), 5=442(LC 58) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-593/246 WEBS 3-6=-290/400, 3-5=-370/356 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=572, 5=438. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 236 lb down and 384 lb up at 1-2-4 on top chord, and 524 lb down and 495 lb up at 1-3-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 3=79(F) 6=-91(F)January 22,2020 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 Sebastian_Master Truss A35B Truss Type Jack-Open Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993077 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:52 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-HA59SITzQrA915yUAeSbH9AXG9xOs1dMjtphl_zsneD Scale = 1:37.0 1 2 3 4 7 6 5 1.5x4 1.5x4 5x6 1.5x4 6x6 3x6 3-2-43-2-4 -2-0-0 2-0-0 1-2-4 1-2-4 3-2-4 2-0-0 5-11-146-6-76-8-36-6-77.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.65 0.04 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 0.01 -0.00 (loc) 1-2 1 5 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-4 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.(lb/size)7=342/3-2-4, 5=71/3-2-4, 6=-82/3-2-4 Max Horz 7=270(LC 7) Max Uplift 7=-157(LC 10), 5=-508(LC 7), 6=-784(LC 32) Max Grav 7=586(LC 28), 5=449(LC 57), 6=759(LC 56) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-586/157 WEBS 3-6=-734/825, 3-5=-462/512 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=157, 5=508, 6=784. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 236 lb down and 384 lb up at 1-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 January 22,2020 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 Sebastian_Master Truss A35B Truss Type Jack-Open Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993077 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:52 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-HA59SITzQrA915yUAeSbH9AXG9xOs1dMjtphl_zsneD LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 3=79(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 Sebastian_Master Truss A36 Truss Type Jack-Open Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39993078 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:53 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-lMfXgeTcB9I0fEXgkMzqqMig7ZHzbUYWyXZEHRzsneC Scale = 1:37.5 1 2 5 4 3 3x6 4x6 4x4 6x6 1-2-41-2-4 -2-0-0 2-0-0 1-2-4 1-2-4 5-11-146-8-36-3-46-8-37.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.83 0.02 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.22 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-5 REACTIONS.(lb/size)5=357/0-3-8, 3=-208/Mechanical, 4=78/Mechanical Max Horz 5=-189(LC 10) Max Uplift 5=-591(LC 10), 3=-394(LC 18), 4=-478(LC 9) Max Grav 5=678(LC 9), 3=165(LC 10), 4=536(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-1509/748 BOT CHORD 4-5=-270/104 WEBS 3-4=-594/249, 2-4=-767/1981 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=591, 3=394, 4=478. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. January 22,2020 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 Sebastian_Master Truss A37 Truss Type Jack-Open Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993079 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:54 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-DZDvt_UEySQtGO6sI3U3NaFwvzW9K4MfABIoqtzsneB Scale = 1:19.7 1 2 8 3 9 45x6 4-0-04-0-0 -2-0-0 2-0-0 4-0-0 4-0-0 0-6-122-10-122-5-132-10-127.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-11], [2:0-0-13,0-5-6] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.51 0.47 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.06 0.01 (loc) 4-7 4-7 3 l/defl >999 >801 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=125/Mechanical, 2=442/0-3-8, 4=115/Mechanical Max Horz 2=140(LC 10) Max Uplift 3=-68(LC 10), 2=-86(LC 10), 4=-8(LC 10) Max Grav 3=187(LC 17), 2=582(LC 17), 4=126(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 49 lb up at 2-0-12 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: 1-3=-70, 4-5=-20 Concentrated Loads (lb) Vert: 9=-188(B) January 22,2020 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 Sebastian_Master Truss A37A Truss Type Jack-Open Qty 5 Ply 1 Sebastian_Master Job Reference (optional) I39993080 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:56 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-AxLgIfWUU4gaWiGFPUXXS?KHQnHYo_ryeVnvulzsne9 Scale = 1:19.7 1 2 8 3 45x6 4-0-04-0-0 -2-0-0 2-0-0 4-0-0 4-0-0 0-6-122-10-122-5-132-10-127.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-11], [2:0-0-13,0-5-6] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.44 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.01 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=102/Mechanical, 2=353/0-3-8, 4=40/Mechanical Max Horz 2=140(LC 12) Max Uplift 3=-63(LC 12), 2=-66(LC 12) Max Grav 3=164(LC 19), 2=492(LC 19), 4=68(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A37B Truss Type Jack-Open Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993081 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:58 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-6KTQjLXk0hxIl0QdXvZ?XQPcGayFGutF5pG?zezsne7 Scale = 1:13.7 1 2 3 4 6 5 1.5x4 5x6 1.5x4 3x4 5x6 2-0-02-0-0 4-0-02-0-0 -2-0-0 2-0-0 2-0-0 2-0-0 4-0-0 2-0-0 0-6-121-7-01-8-121-7-07.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-11], [2:0-0-13,0-5-6] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.49 0.14 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 9 9 2 l/defl >999 >999 n/a L/d 240 180 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 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)2=350/0-3-8, 5=137/Mechanical Max Horz 2=71(LC 11) Max Uplift 2=-87(LC 12), 5=-29(LC 9) Max Grav 2=534(LC 30), 5=208(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) 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) 2, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A37C Truss Type Jack-Open Qty 4 Ply 1 Sebastian_Master Job Reference (optional) I39993082 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:45:59 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-aW0owhYMn?39N9?q4c4E4dyq?_Hz?KbOKT0ZV4zsne6 Scale = 1:17.4 1 2 3 4 4x6 4-0-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-6-122-10-122-5-132-10-127.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.29 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=114/Mechanical, 2=256/0-3-8, 4=54/Mechanical Max Horz 2=119(LC 12) Max Uplift 3=-69(LC 12), 2=-29(LC 12) Max Grav 3=177(LC 19), 2=384(LC 19), 4=72(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A37D Truss Type Jack-Open Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993083 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:02 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-_5ixZjaF4wRkEdjPmkdxhGaNkBMWChkr0RED6Pzsne3 Scale = 1:11.4 1 2 3 4 6 5 1.5x4 4x6 1.5x4 3x4 5x6 2-0-02-0-0 4-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 4-0-0 2-0-0 0-6-121-7-01-8-121-7-07.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.13 0.05 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=258/0-3-8, 5=170/Mechanical Max Horz 2=60(LC 9) Max Uplift 2=-61(LC 10), 5=-43(LC 7) Max Grav 2=372(LC 28), 5=225(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) 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) 2, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 36 lb up at 2-0-0 on top chord, and 14 lb down and 14 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 6=-9(F) 3=-2(F)January 22,2020 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 Sebastian_Master Truss A38 Truss Type Jack-Open Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993084 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:04 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-xUqhzOcVbXhSTxtnt9gPmhfjV?1Egbq7TkjKAIzsne1 Scale = 1:11.6 1 2 3 44x6 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-6-121-8-121-3-131-8-127.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.12 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 7 7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 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.(lb/size)3=49/Mechanical, 2=177/0-3-8, 4=23/Mechanical Max Horz 2=70(LC 12) Max Uplift 3=-31(LC 12), 2=-29(LC 12), 4=-1(LC 12) Max Grav 3=69(LC 19), 2=249(LC 19), 4=34(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A39 Truss Type Hip Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993085 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:07 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-L3VqcQeOuS31KOcMYID6OJH32CzntxfaAiy_ndzsne_ Scale = 1:25.0 1 2 3 4 5 6 8 7 15 16 17 18 19 20 21 22 5x6 4x6 5x6 2x4 4x4 6x6 4-0-04-0-0 9-1-35-1-3 13-1-03-11-13 -1-0-0 1-0-0 4-0-0 4-0-0 9-1-3 5-1-3 13-1-0 3-11-13 14-1-0 1-0-0 0-6-122-9-02-10-120-6-142-9-07.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-2] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.80 0.43 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.02 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins, except 2-0-0 oc purlins (4-1-14 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1172/0-3-8, 5=1175/0-3-8 Max Horz 2=-77(LC 8) Max Uplift 2=-223(LC 10), 5=-224(LC 11) Max Grav 2=1363(LC 31), 5=1365(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1807/280, 3-4=-1470/281, 4-5=-1798/277 BOT CHORD 2-8=-233/1492, 7-8=-237/1476, 5-7=-181/1484 WEBS 3-8=0/287, 4-7=0/283 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=223, 5=224. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 142 lb down and 80 lb up at 4-0-0, 142 lb down and 77 lb up at 5-6-10, and 142 lb down and 77 lb up at 7-6-10, and 142 lb down and 80 lb up at 9-1-3 on top chord, and 205 lb down and 63 lb up at 2-0-12, 47 lb down at 4-0-12, 47 lb down at 5-6-10, 47 lb down at 7-6-10, and 47 lb down at 9-0-7, and 207 lb down and 63 lb up at 11-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 January 22,2020 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 Sebastian_Master Truss A39 Truss Type Hip Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993085 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:07 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-L3VqcQeOuS31KOcMYID6OJH32CzntxfaAiy_ndzsne_ LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 9-12=-20 Concentrated Loads (lb) Vert: 4=-107(B) 8=-47(B) 7=-47(B) 3=-107(B) 16=-107(B) 17=-107(B) 19=-205(B) 20=-47(B) 21=-47(B) 22=-207(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 Sebastian_Master Truss A39A Truss Type Hip Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993086 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:08 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-pF3Cpmf0fmBtyYBY6?kLxXqG8cHJcOijOMhXI3zsndz Scale = 1:25.6 1 2 3 4 5 6 8 7 15 16 5x6 5x6 5x6 5x6 1.5x4 1.5x4 6-0-06-0-0 7-1-31-1-3 13-1-05-11-13 -1-0-0 1-0-0 6-0-0 6-0-0 7-1-3 1-1-3 13-1-0 5-11-13 14-1-0 1-0-0 0-6-123-11-04-0-120-6-143-11-07.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13], [5:0-0-9,0-0-5], [5:0-5-3,0-0-11] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.65 0.54 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.14 0.02 (loc) 8-11 8-11 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, except 2-0-0 oc purlins (5-11-5 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=659/0-3-8, 5=659/0-3-8 Max Horz 2=-109(LC 10) Max Uplift 2=-101(LC 12), 5=-101(LC 13) Max Grav 2=990(LC 33), 5=989(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1081/165, 3-4=-793/193, 4-5=-1081/165 BOT CHORD 2-8=-22/797, 7-8=-24/793, 5-7=-24/797 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Exterior(2R) 3-6-6 to 9-6-9, Exterior(2E) 9-6-9 to 14-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=101, 5=101. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A40 Truss Type Jack-Open Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993087 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:12 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-i0Jjf8iWj_hJR9UKLrpH5N?5NDliYDCJJ_flRqzsndv Scale = 1:11.4 1 2 3 4 6 5 1.5x4 3x4 1.5x4 3x4 5x6 2-0-82-0-8 4-0-82-0-0 -0-11-8 0-11-8 2-0-8 2-0-8 4-0-8 2-0-0 0-6-71-7-01-8-121-7-07.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.12 0.06 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 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 4-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=256/0-3-8, 5=172/Mechanical Max Horz 2=60(LC 44) Max Uplift 2=-60(LC 10), 5=-43(LC 7) Max Grav 2=369(LC 28), 5=227(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) 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) 2, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 36 lb up at 2-0-8 on top chord, and 13 lb down and 14 lb up at 2-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 6=-8(B) 3=-2(B) January 22,2020 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 Sebastian_Master Truss A41 Truss Type Jack-Open Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993088 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:14 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-ePQT4pknFcy1gTeiTGrlAo4R_1Sb07JcnI8sWjzsndt Scale = 1:11.6 1 2 3 44x6 1-11-131-11-13 -1-0-0 1-0-0 1-11-13 1-11-13 0-6-141-8-121-3-131-8-127.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-0-5], [2:0-5-3,0-0-11] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.12 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 7 7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=48/Mechanical, 2=176/0-3-8, 4=23/Mechanical Max Horz 2=70(LC 12) Max Uplift 3=-31(LC 12), 2=-28(LC 12), 4=-1(LC 12) Max Grav 3=68(LC 19), 2=248(LC 19), 4=33(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A42 Truss Type Hip Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993089 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:17 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-2_6cirmfXXKcXwNH8OPSoQipjEMgDRw2TGNW72zsndq Scale = 1:22.1 1 2 3 4 5 7 6 14 15 16 17 18 5x6 4x6 2x4 4x4 6x6 5x9 4-4-04-4-0 8-4-04-0-0 12-4-84-0-8 -1-0-0 1-0-0 4-4-0 4-4-0 8-4-0 4-0-0 12-4-8 4-0-8 0-6-122-11-63-1-10-8-132-11-67.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-6], [5:0-0-6,0-0-10], [5:0-0-12,0-5-5], [5:0-5-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.46 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, except 2-0-0 oc purlins (4-2-13 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1106/0-3-8, 5=1050/Mechanical Max Horz 2=77(LC 47) Max Uplift 2=-214(LC 10), 5=-188(LC 11) Max Grav 2=1314(LC 31), 5=1197(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1683/265, 3-4=-1277/256, 4-5=-1589/255 BOT CHORD 2-7=-216/1358, 6-7=-217/1340, 5-6=-166/1292 WEBS 3-7=0/317, 4-6=0/269 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=214, 5=188. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 159 lb down and 86 lb up at 4-4-0, and 159 lb down and 83 lb up at 6-4-0, and 159 lb down and 86 lb up at 8-4-0 on top chord, and 223 lb down and 71 lb up at 2-4-12, 53 lb down at 4-4-12, 53 lb down at 6-4-0, and 53 lb down at 8-3-4, and 218 lb down and 65 lb up at 10-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 January 22,2020 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 Sebastian_Master Truss A42 Truss Type Hip Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993089 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:17 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-2_6cirmfXXKcXwNH8OPSoQipjEMgDRw2TGNW72zsndq LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-5=-70, 8-11=-20 Concentrated Loads (lb) Vert: 4=-124(F) 7=-53(F) 6=-53(F) 3=-124(F) 15=-124(F) 16=-223(F) 17=-53(F) 18=-218(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 Sebastian_Master Truss A42A Truss Type Common Qty 8 Ply 1 Sebastian_Master Job Reference (optional) I39993090 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:19 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-?NEM7Xnv38aKmEWgFpRwtrn7x20xhMtLwascBwzsndo Scale = 1:27.1 1 2 3 4 5 6 14 15 16 5x6 4x4 5x6 1.5x4 4x6 6-4-06-4-0 12-4-86-0-8 -1-0-0 1-0-0 6-4-0 6-4-0 12-4-8 6-0-8 0-6-124-3-10-8-137.00 12 Plate Offsets (X,Y)-- [2:0-5-6,0-0-13], [2:0-0-11,0-0-6], [5:Edge,0-4-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.74 0.60 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.15 0.02 (loc) 6-13 6-13 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 SLIDER Right 2x4 SPF No.2 -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=554/Mechanical, 2=630/0-3-8 Max Horz 2=110(LC 9) Max Uplift 5=-73(LC 13), 2=-101(LC 12) Max Grav 5=645(LC 20), 2=726(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-749/167, 3-5=-633/168 BOT CHORD 2-6=-49/515, 5-6=-49/515 WEBS 3-6=0/271 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-6, Exterior(2R) 3-6-6 to 7-10-2, Exterior(2E) 7-10-2 to 12-4-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=101. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A43 Truss Type Jack-Closed Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993091 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:20 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-TZokKtoXqSiAOO5spWy9Q3KFISPpQmnU9EbAjMzsndn Scale: 1/4"=1' 1 2 3 4 6 5 10 11 12 3x6 4x4 5x6 4x6 1.5x4 4x6 6-11-76-11-7 14-1-07-1-9 6-11-7 6-11-7 14-1-0 7-1-9 0-6-128-9-57.00 12 Plate Offsets (X,Y)-- [1:0-0-11,0-0-6], [1:0-5-6,0-0-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.90 0.43 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.02 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-6: 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 2-5 REACTIONS.(lb/size)1=627/Mechanical, 5=627/Mechanical Max Horz 1=344(LC 11) Max Uplift 1=-74(LC 12), 5=-183(LC 12) Max Grav 1=667(LC 18), 5=801(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-891/150, 4-5=-321/92 BOT CHORD 1-6=-151/700, 5-6=-151/700 WEBS 2-6=0/319, 2-5=-799/274 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 4-6-6, Interior(1) 4-6-6 to 7-6-5, Exterior(2R) 7-6-5 to 13-11-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 5=183. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A44 Truss Type Half Hip Supported Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993092 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:24 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-LK1FAEr2ugCct?Pd2M15avU223qSMcV44sZNs8zsndj Scale = 1:38.6 1 2 3 4 5 6 7 13 12 11 10 9 83x4 5x6 3x4 3x4 12-9-812-9-8 11-0-14 11-0-14 12-9-8 1-8-11 0-1-136-5-96-7-56-5-97.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.46 0.13 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 8-9. REACTIONS.All bearings 12-9-8. (lb) - Max Horz 1=254(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 9, 10, 11, 12, 13 Max Grav All reactions 250 lb or less at joint(s) 1, 8, 9, 12 except 10=308(LC 29), 11=282(LC 29), 13=387(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-10=-268/133, 2-13=-318/199 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-6 to 4-11-1, Exterior(2N) 4-11-1 to 6-6-7, Corner(3R) 6-6-7 to 11-0-14, Corner(3E) 11-0-14 to 12-7-12 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 9, 10, 11, 12, 13. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss A45 Truss Type Jack-Open Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39993093 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:33 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-a34f3JyhmRLKSObM4lhDSoMdQht9zj0P8lFMh6zsnda Scale = 1:18.3 1 2 3 4 4x6 4-4-04-4-0 -1-0-0 1-0-0 4-4-0 4-4-0 0-6-123-1-12-8-33-1-17.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.36 0.29 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.01 (loc) 4-7 4-7 2 l/defl >999 >989 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=125/Mechanical, 2=270/0-3-8, 4=59/Mechanical Max Horz 2=127(LC 12) Max Uplift 3=-75(LC 12), 2=-30(LC 12) Max Grav 3=194(LC 19), 2=404(LC 19), 4=78(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A45B Truss Type Jack-Open Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993094 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:36 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-?emohL?a3MjvJrKxltFw3R_A9vxBA31rqjT0IRzsndX Scale = 1:12.4 1 2 3 4 6 5 1.5x4 4x6 1.5x4 3x4 5x6 2-4-02-4-0 4-4-02-0-0 -1-0-0 1-0-0 2-4-0 2-4-0 4-4-0 2-0-0 0-6-121-9-61-11-11-9-67.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.13 0.07 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 9 9 5 l/defl >999 >999 n/a L/d 240 180 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 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=279/0-3-8, 5=195/Mechanical Max Horz 2=68(LC 9) Max Uplift 2=-66(LC 10), 5=-51(LC 7) Max Grav 2=403(LC 28), 5=243(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) 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) 2, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 43 lb up at 2-4-0 on top chord, and 17 lb down and 14 lb up at 2-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 6=-13(B) 3=-15(B)January 22,2020 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 Sebastian_Master Truss A45C Truss Type Half Hip Girder Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993095 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:38 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-x1tY610qb_zdY9TJtIHO9s3Wfie?ezb8I1y7MKzsndV Scale = 1:12.4 1 2 3 4 6 5 1.5x4 3x4 2x4 4x4 5x6 2-4-02-4-0 4-4-02-0-0 -1-0-0 1-0-0 2-4-0 2-4-0 4-4-0 2-0-0 0-6-121-9-61-11-11-9-67.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.13 0.05 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 9 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=275/0-3-8, 5=190/Mechanical Max Horz 2=66(LC 9) Max Uplift 2=-62(LC 10), 5=-45(LC 7) Max Grav 2=399(LC 28), 5=238(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) 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) 2, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 47 lb up at 2-4-0 on top chord, and 12 lb down at 2-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 6=-6(F) 3=-13(F) January 22,2020 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 Sebastian_Master Truss A46 Truss Type Jack-Open Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993096 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:42 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-po73yO3LfCT31mn568LKJiEDvJ?wanEjDfwKV5zsndR Scale = 1:12.5 1 2 3 4 4x6 2-4-02-4-0 -1-0-0 1-0-0 2-4-0 2-4-0 0-6-121-11-11-6-31-11-17.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.12 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 7 7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=59/Mechanical, 2=188/0-3-8, 4=28/Mechanical Max Horz 2=77(LC 12) Max Uplift 3=-37(LC 12), 2=-28(LC 12), 4=-1(LC 12) Max Grav 3=85(LC 19), 2=267(LC 19), 4=39(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss A47 Truss Type Jack-Open Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993097 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:46:43 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-I_hR9k4zQWbwfwMHfstZsvnOBjLEJEUtRJgu1XzsndQ Scale = 1:12.6 1 4 2 3 3x6 2-0-82-0-8 2-0-8 2-0-8 0-8-131-11-11-6-31-11-17.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.08 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a 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 2-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=83/Mechanical, 2=60/Mechanical, 3=23/Mechanical Max Horz 4=38(LC 12) Max Uplift 2=-42(LC 12) Max Grav 4=106(LC 18), 2=81(LC 18), 3=35(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss P1 Truss Type Piggyback Qty 36 Ply 1 Sebastian_Master Job Reference (optional) I39993098 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:55:21 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-7e_GtsLuQgsQoXyq?e91r8EsXX7JhTw6Zv9IDWzsnVK Scale = 1:49.5 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 4x4 3x4 3x6 3x4 26-0-026-0-0 13-0-0 13-0-0 26-0-0 13-0-0 0-4-57-5-87-7-00-1-80-4-50-1-87.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.12 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.01 (loc) 9 8 8 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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.All bearings 24-4-2. (lb) - Max Horz 2=-201(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2 except 14=-139(LC 12), 15=-150(LC 12), 11=-139(LC 13), 10=-150(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 13=313(LC 20), 14=510(LC 19), 15=425(LC 22), 11=510(LC 20), 10=424(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-437/188, 3-15=-320/194, 6-11=-437/188, 7-10=-320/194 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-8 to 5-0-0, Interior(1) 5-0-0 to 8-5-10, Exterior(2R) 8-5-10 to 17-6-6, Interior(1) 17-6-6 to 21-0-0, Exterior(2E) 21-0-0 to 25-8-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 14=139, 15=150, 11=139, 10=150. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 22,2020 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 Sebastian_Master Truss P1A Truss Type Piggyback Qty 6 Ply 1 Sebastian_Master Job Reference (optional) I39993099 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:55:29 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-uATHZbRvY7tHlmZNTKJvAqZBTlr?Z3gIO85jV2zsnVC Scale = 1:45.9 12 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 4x6 4x6 3x4 3x6 3x4 26-0-026-0-0 26-0-0 26-0-0 0-4-55-3-65-7-00-1-80-4-50-1-85-3-67.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.13 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 9 8 8 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 24-4-2. (lb) - Max Horz 2=-145(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 14, 8 except 15=-175(LC 12), 10=-174(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 2=309(LC 33), 13=545(LC 32), 15=724(LC 33), 10=724(LC 33), 11=366(LC 20), 14=366(LC 19), 8=309(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-13=-477/126, 3-15=-610/225, 7-10=-610/224, 6-11=-291/53, 4-14=-291/79 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-8 to 5-0-0, Exterior(2R) 5-0-0 to 21-0-0, Exterior(2E) 21-0-0 to 25-8-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 14, 8 except (jt=lb) 15=175, 10=174. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss P1B Truss Type Piggyback Qty 6 Ply 1 Sebastian_Master Job Reference (optional) I39993100 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:55:39 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-b633f0ZABC7syIKI3QUFaxzsOnDcvd0miiWFsTzsnV2 Scale = 1:45.3 12 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 4x6 4x6 4x4 3x6 4x4 26-0-026-0-0 26-0-0 26-0-0 0-4-53-3-63-7-00-1-80-4-50-1-83-3-67.00 12 Plate Offsets (X,Y)-- [2:0-1-1,Edge], [8:0-1-1,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.63 0.30 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.00 0.00 (loc) 9 8 8 l/defl n/r n/r n/a L/d 120 90 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 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 24-4-2. (lb) - Max Horz 2=91(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 14, 11, 15, 10, 8 Max Grav All reactions 250 lb or less at joint(s) except 2=407(LC 33), 13=596(LC 32), 14=476(LC 32), 11=476(LC 32), 15=554(LC 33), 10=554(LC 33), 8=407(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-13=-504/126, 4-14=-427/124, 6-11=-427/123, 3-15=-401/116, 7-10=-401/100 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-8 to 4-9-14, Exterior(2R) 4-9-14 to 12-6-10, Interior(1) 12-6-10 to 13-5-6, Exterior(2R) 13-5-6 to 21-2-2, Exterior(2E) 21-2-2 to 25-8-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 14, 11, 15, 10, 8. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss P1C Truss Type Piggyback Qty 6 Ply 1 Sebastian_Master Job Reference (optional) I39993101 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:55:44 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-y3tyijdJ0km923DFsz4QH?ho5oz1aukVr_D0WgzsnUz Scale = 1:46.1 12 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 4x4 3x6 3x4 3x6 4x4 3x4 26-0-026-0-0 26-0-0 26-0-0 0-4-51-3-61-7-00-1-80-4-50-1-81-3-67.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.10 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 11 11 11 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-20,11-13. REACTIONS.All bearings 24-4-2. (lb) - Max Horz 2=-36(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 18, 19, 15, 14, 20, 13, 11 Max Grav All reactions 250 lb or less at joint(s) 2, 20, 13, 11 except 17=552(LC 32), 18=578(LC 32), 19=486(LC 32), 15=578(LC 32), 14=486(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-17=-473/120, 6-18=-495/125, 4-19=-418/108, 8-15=-495/125, 9-14=-418/107 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-8 to 2-8-9, Exterior(2R) 2-8-9 to 9-0-0, Interior(1) 9-0-0 to 16-10-8, Exterior(2R) 16-10-8 to 23-3-7, Exterior(2E) 23-3-7 to 25-8-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 17, 18, 19, 15, 14, 20, 13, 11. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss P2 Truss Type Piggyback Qty 18 Ply 1 Sebastian_Master Job Reference (optional) I39993102 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:55:47 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-MeY5KlfCIf8kvXxqX6d7vdJH_0_TnEuxXxSg7?zsnUw Scale = 1:39.0 1 2 3 4 5 67 11 10 9 8 12 13 14 15 4x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 20-0-020-0-0 10-0-0 10-0-0 20-0-0 10-0-0 0-4-55-8-85-10-00-1-80-4-50-1-87.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.40 0.18 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 0.00 0.00 (loc) 7 6 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-4-2. (lb) - Max Horz 2=-154(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 11=-189(LC 12), 8=-189(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 10=255(LC 20), 11=648(LC 19), 8=648(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-522/239, 5-8=-522/238 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-8 to 4-9-14, Interior(1) 4-9-14 to 5-5-10, Exterior(2R) 5-5-10 to 14-6-6, Interior(1) 14-6-6 to 15-2-2, Exterior(2E) 15-2-2 to 19-8-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb) 11=189, 8=189. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 22,2020 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 Sebastian_Master Truss P2A Truss Type Piggyback Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39993103 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:55:48 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-qq6TY5gq3zGbXgW15p8MRrrM2QF0WhV5mbBEfRzsnUv Scale = 1:35.0 1 2 3 4 56 9 8 7 10 11 12 13 5x9 5x9 4x6 3x6 1.5x4 1.5x4 4x6 20-0-020-0-0 20-0-0 20-0-0 0-4-53-11-154-3-90-1-80-4-50-1-83-11-157.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-4], [3:0-5-6,Edge], [4:0-5-6,Edge], [5:Edge,0-0-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.48 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.00 0.00 (loc) 6 6 5 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 54 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 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-4-2. (lb) - Max Horz 2=110(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 7, 5 Max Grav All reactions 250 lb or less at joint(s) except 2=506(LC 33), 9=693(LC 19), 7=693(LC 20), 5=506(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-256/159, 4-5=-256/137 WEBS 3-9=-538/151, 4-7=-538/133 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-8 to 4-9-14, Exterior(2R) 4-9-14 to 15-2-2, Exterior(2E) 15-2-2 to 19-8-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 7, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. January 22,2020 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 Sebastian_Master Truss P2B Truss Type Piggyback Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39993104 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:55:51 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-FPocA6iiMue9O8Fbmxi33TT_?dMWj3KXSZQuGmzsnUs Scale = 1:34.8 1 2 3 4 5 6 7 89 15 14 13 12 11 10 4x4 4x4 3x4 3x6 3x4 20-0-020-0-0 20-0-0 20-0-0 0-4-51-11-152-3-90-1-80-4-50-1-81-11-157.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.11 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 9 8 8 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 18-4-2. (lb) - Max Horz 2=-56(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 14, 12, 15, 10, 8 Max Grav All reactions 250 lb or less at joint(s) except 2=265(LC 33), 13=599(LC 32), 14=457(LC 32), 12=457(LC 32), 15=302(LC 33), 10=302(LC 33), 8=265(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-13=-512/129, 4-14=-398/107, 6-12=-398/107 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-8 to 3-11-4, Exterior(2R) 3-11-4 to 16-0-12, Exterior(2E) 16-0-12 to 19-8-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 14, 12, 15, 10, 8. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss P2C Truss Type Piggyback Qty 4 Ply 1 Sebastian_Master Job Reference (optional) I39993105 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:55:56 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-bNbVDqmrBQGSVv8ZZVIEmXBnYe1jOJrGcr7fx_zsnUn Scale = 1:34.9 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 5x6 5x6 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 20-0-020-0-0 20-0-0 20-0-0 0-4-54-4-104-7-140-1-80-4-50-1-84-4-107.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-8], [7:0-2-4,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.23 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 0.00 0.00 (loc) 8 7 7 l/defl n/r n/r n/a L/d 120 90 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 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-4-2. (lb) - Max Horz 2=-120(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 11, 7 except 13=-180(LC 12), 9=-179(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 2=368(LC 33), 13=726(LC 33), 9=726(LC 33), 12=302(LC 32), 11=302(LC 32), 7=368(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-585/211, 6-9=-585/209, 4-12=-259/60, 5-11=-259/71 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-8 to 4-9-14, Exterior(2R) 4-9-14 to 15-2-2, Exterior(2E) 15-2-2 to 19-8-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 11, 7 except (jt=lb) 13=180, 9=179. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. January 22,2020 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 Sebastian_Master Truss P2D Truss Type Piggyback Qty 4 Ply 1 Sebastian_Master Job Reference (optional) I39993106 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:02 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-QXymUtrcmG1bDqbjvlOe0oQoA33Eo0X9_naz9dzsnUh Scale = 1:34.8 1 2 3 4 5 67 11 10 9 8 12 13 14 15 5x6 5x6 4x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 4x4 20-0-020-0-0 20-0-0 20-0-0 0-4-53-2-103-5-140-1-80-4-50-1-83-2-107.00 12 Plate Offsets (X,Y)-- [2:0-1-1,Edge], [6:0-1-1,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.29 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.00 0.00 (loc) 7 6 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 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 18-4-2. (lb) - Max Horz 2=-88(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 8, 6 except 10=-105(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=403(LC 33), 10=618(LC 32), 11=542(LC 33), 8=542(LC 33), 6=403(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-10=-554/148, 3-11=-388/111, 5-8=-388/101 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-8 to 4-9-14, Exterior(2R) 4-9-14 to 15-2-2, Exterior(2E) 15-2-2 to 19-8-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 8, 6 except (jt=lb) 10=105. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. January 22,2020 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 Sebastian_Master Truss P2E Truss Type Piggyback Qty 4 Ply 1 Sebastian_Master Job Reference (optional) I39993107 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:06 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-JICHKFu6qVX1hSuU8bTaAebYCgU1kr1kvPYBIPzsnUd Scale = 1:34.8 1 2 3 4 5 6 7 89 15 14 13 12 11 10 16 17 5x6 5x6 3x4 3x6 3x4 20-0-020-0-0 20-0-0 20-0-0 0-4-52-0-102-3-140-1-80-4-50-1-82-0-107.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.11 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 9 8 8 l/defl n/r n/r n/a L/d 120 90 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 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 18-4-2. (lb) - Max Horz 2=57(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 14, 12, 15, 10, 8 Max Grav All reactions 250 lb or less at joint(s) except 2=268(LC 33), 13=600(LC 32), 14=454(LC 32), 12=454(LC 32), 15=306(LC 33), 10=306(LC 33), 8=268(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-13=-513/129, 4-14=-396/107, 6-12=-396/106 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-8 to 3-11-12, Exterior(2R) 3-11-12 to 16-0-4, Exterior(2E) 16-0-4 to 19-8-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 14, 12, 15, 10, 8. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss P2F Truss Type Piggyback Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39993108 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:11 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-fG?ANyyFf19KoDnRx83lthIOkhBIP6JT3gGyzczsnUY Scale = 1:35.4 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 5x6 3x6 3x4 3x6 1.5x4 1.5x4 4x8 4x8 4x8 5x6 3x4 20-0-020-0-0 20-0-0 20-0-0 0-4-50-10-101-1-140-1-80-4-50-1-80-10-107.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.10 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 9 9 11 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.REACTIONS.All bearings 18-4-2. (lb) - Max Horz 2=-25(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 11, 14, 15, 13, 9 Max Grav All reactions 250 lb or less at joint(s) 2, 9 except 16=378(LC 32), 11=378(LC 32), 14=539(LC 32), 15=608(LC 32), 13=608(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-16=-322/90, 8-11=-322/84, 6-14=-461/117, 4-15=-523/133, 7-13=-523/133 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-8 to 1-11-12, Exterior(2R) 1-11-12 to 8-4-11, Interior(1) 8-4-11 to 11-7-5, Exterior(2R) 11-7-5 to 18-0-4, Exterior(2E) 18-0-4 to 19-8-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 11, 14, 15, 13, 9. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. January 22,2020 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 Sebastian_Master Truss P3 Truss Type Piggyback Qty 7 Ply 1 Sebastian_Master Job Reference (optional) I39993109 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:12 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-7SZYaIztQLHBPNMeVsa_QurcW5V88aLdHK?VV2zsnUX Scale = 1:20.3 12 3 4 5 3x4 2x4 2x4 6-0-06-0-0 3-0-0 3-0-0 6-0-0 3-0-0 0-5-33-0-00-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [3:0-2-0,Edge], [4:0-2-6,0-1-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 15 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=244/4-10-10, 4=244/4-10-10 Max Horz 2=-76(LC 8) Max Uplift 2=-31(LC 10), 4=-31(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 22,2020 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 Sebastian_Master Truss P3A Truss Type PIGGYBACK Qty 1 Ply 2 Sebastian_Master Job Reference (optional) I39993110 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 15:56:07 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:mJ1asOE_ybebY?1HqwDcnWzs71u-0xwLR9IrzhjPsBjHmjTv8gLCyRAhRfYgnEPjYWzslk6 Scale = 1:19.8 1 2 3 4 3x4 3x6 2x4 5-2-125-2-12 3-0-0 3-0-0 5-2-12 2-2-12 0-5-33-0-00-1-80-7-120-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [3:0-2-0,Edge], [4:0-0-0,0-2-5], [4:0-0-0,0-0-6] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 90 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 WEDGE Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=203/4-8-1, 2=229/4-8-1 Max Horz 2=73(LC 9) Max Uplift 4=-25(LC 10), 2=-29(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) N/A 2) 2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7) Gable requires continuous bottom chord bearing. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 4 and 29 lb uplift at joint 2. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard January 22,2020 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 Sebastian_Master Truss P3B Truss Type Piggyback Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993111 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:16 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-0Do2Qf0OTZocu_fPkhewak0IbivC4OyDCyzifqzsnUT Scale = 1:20.4 1 2 3 4 5 6 4x4 2x4 2x4 1.5x4 6-0-06-0-0 3-0-0 3-0-0 6-0-0 3-0-0 0-5-33-0-00-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.05 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 90 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 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=163/4-10-10, 4=163/4-10-10, 6=163/4-10-10 Max Horz 2=76(LC 9) Max Uplift 2=-40(LC 11), 4=-45(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 22,2020 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 Sebastian_Master Truss V1 Truss Type Valley Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39993112 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:18 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-ycwprL1e?B2K7Ipor6hOf95XkVaxYGhVgGSpjizsnUR Scale = 1:38.6 1 2 3 5 42x4 1.5x4 1.5x4 1.5x4 1.5x4 6-5-0 6-5-0 6-5-012.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.62 0.10 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=33/6-5-0, 4=141/6-5-0, 5=359/6-5-0 Max Horz 1=245(LC 7) Max Uplift 1=-95(LC 8), 4=-89(LC 7), 5=-242(LC 10) Max Grav 1=185(LC 7), 4=180(LC 17), 5=400(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-309/191 WEBS 2-5=-321/445 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=242. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V1A Truss Type Valley Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39993113 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:00:34 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-SsObat8DjrI?rdO_rtHQ19hKaixzW4CBX5TMiszsnQR Scale = 1:25.1 1 2 32x4 1.5x4 1.5x4 4-5-0 4-5-0 4-5-012.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.40 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 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 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=176/4-5-0, 3=176/4-5-0 Max Horz 1=162(LC 9) Max Uplift 3=-81(LC 7) Max Grav 1=195(LC 18), 3=212(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V2 Truss Type Valley Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39993114 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:01:21 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-avkMRyiieHDL_sU15FdSR38OMf_q1JG6LvMLrezsnPi Scale = 1:24.8 1 2 3 5 4 6 2x4 1.5x4 1.5x4 1.5x4 1.5x4 7-3-3 7-3-3 4-2-147.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.10 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=74/7-3-3, 4=139/7-3-3, 5=379/7-3-3 Max Horz 1=159(LC 11) Max Uplift 1=-9(LC 8), 4=-32(LC 9), 5=-138(LC 12) Max Grav 1=99(LC 22), 4=205(LC 18), 5=532(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-448/231 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=138. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V2A Truss Type Valley Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39993115 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:01:57 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-Xqvz_G8HALlEIOExCpGuufdYj9HHTclPdW4F7ZzsnP8 Scale = 1:14.0 1 2 3 2x4 1.5x4 1.5x4 3-10-1 3-10-1 2-2-147.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=142/3-10-1, 3=142/3-10-1 Max Horz 1=76(LC 11) Max Uplift 1=-17(LC 12), 3=-41(LC 12) Max Grav 1=194(LC 18), 3=194(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V3 Truss Type Valley Qty 2 Ply 1 Sebastian_Master Job Reference (optional) I39993116 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:02:12 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-biJe8OKheye5chtqaS1P?pl8vCOAUOlc3LCY8BzsnOv Scale = 1:21.7 1 2 3 4 7 6 52x4 5x6 5x6 3x6 1.5x4 1.5x4 3-7-123-7-12 6-2-42-6-8 9-0-152-10-11 3-7-12 3-7-12 6-2-4 2-6-8 9-0-15 2-10-11 3-5-103-7-120-9-23-5-1012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [3:0-3-9,0-2-8], [4:0-1-12,0-1-12], [4:Edge,0-3-8], [5:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.14 0.07 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-0-15. (lb) - Max Horz 1=96(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=260(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-7-12, Exterior(2R) 3-7-12 to 6-2-4, Exterior(2E) 6-2-4 to 8-11-3 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss V3A Truss Type Valley Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39993117 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:02:13 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-3vt0LkKKPFmyDrS08AYeY1IIucdUDrjmI?y6gdzsnOu Scale = 1:25.1 1 2 3 2x4 3x4 2x4 7-6-17-6-1 3-9-0 3-9-0 7-6-1 3-9-0 3-9-012.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.52 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=306/7-6-1, 3=306/7-6-1 Max Horz 1=-92(LC 6) Max Uplift 1=-31(LC 11), 3=-31(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V3B Truss Type Valley Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39993118 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:02:14 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-X5ROZ4Ly9Zupr?1Cit4t5EqUa02WyIzvXfhfC4zsnOt Scale = 1:18.7 1 2 3 2x4 3x4 2x4 5-2-15-2-1 2-7-0 2-7-0 5-2-1 2-7-0 2-7-012.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=201/5-2-1, 3=201/5-2-1 Max Horz 1=-61(LC 6) Max Uplift 1=-21(LC 10), 3=-21(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V3C Truss Type Valley Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39993119 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:02:15 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-?H?mmQMawt0gT9cPGbb6dSNgkQRKhlD2lJRClWzsnOs Scale = 1:9.9 1 2 3 2x4 3x4 2x4 2-10-12-10-1 1-5-0 1-5-0 2-10-1 1-5-0 1-5-012.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 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 2-10-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=96/2-10-1, 3=96/2-10-1 Max Horz 1=29(LC 9) Max Uplift 1=-10(LC 11), 3=-10(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V4 Truss Type Valley Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39993120 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:02:16 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-TUZ9_mNChA8X4JBbpI6LAfwlGplsQCSC_zAmHyzsnOr Scale = 1:16.2 1 2 3 2x4 1.5x4 1.5x4 4-7-1 4-7-1 2-8-27.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.43 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=176/4-7-1, 3=176/4-7-1 Max Horz 1=94(LC 11) Max Uplift 1=-21(LC 12), 3=-50(LC 12) Max Grav 1=247(LC 18), 3=247(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V5 Truss Type Valley Qty 3 Ply 1 Sebastian_Master Job Reference (optional) I39993121 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:02:18 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-QsgvOROSDoPFKcL_xj8pF4?ATdRVu6yVSHfsLrzsnOp Scale = 1:14.1 1 2 3 4 3x6 3x4 2x4 3-8-153-8-15 1-5-15 1-5-15 3-8-15 2-3-0 0-9-22-3-012.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-12], [2:0-2-0,Edge], [4:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.07 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=146/3-8-15, 3=146/3-8-15 Max Horz 4=-59(LC 6) Max Uplift 4=-21(LC 11), 3=-14(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V6 Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993122 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:02:19 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-u3EHcnP4_5X6xmvAVQf2oIYIw1mTdYmegxPQuHzsnOo Scale = 1:32.9 1 2 3 5 43x4 4x4 3x6 1.5x4 9-0-159-0-15 4-11-0 4-11-0 9-0-15 4-1-15 4-11-00-9-212.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-1-12], [3:Edge,0-3-8], [4:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.16 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=262/9-0-15, 4=245/9-0-15, 5=265/9-0-15 Max Horz 1=132(LC 7) Max Uplift 1=-125(LC 11), 4=-134(LC 11), 5=-55(LC 7) Max Grav 1=281(LC 18), 4=267(LC 18), 5=338(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-298/206 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 1=125, 4=134. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V7 Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993123 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:02:20 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-MFofp7QjlPfzZwUM28AHKV4T3R7OM?fovb8zQjzsnOn Scale = 1:35.0 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 4x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 17-1-517-1-5 8-6-10 8-6-10 17-1-5 8-6-10 4-11-147.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.11 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-1-5. (lb) - Max Horz 1=127(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 9=-162(LC 12), 6=-162(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=290(LC 18), 9=573(LC 18), 6=573(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-475/208, 4-6=-475/208 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 5-0-14, Exterior(2R) 5-0-14 to 12-0-7, Exterior(2E) 12-0-7 to 16-6-13 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 9=162, 6=162. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V7A Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993124 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:02:21 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-qRM21TRLWjnqB43ZcriWtjdbjqSc5SWx8FuXyAzsnOm Scale = 1:19.8 1 2 3 43x4 4x6 3x4 1.5x4 10-3-010-3-0 5-1-8 5-1-8 10-3-0 5-1-8 2-11-147.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.18 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=198/10-3-0, 3=198/10-3-0, 4=429/10-3-0 Max Horz 1=73(LC 11) Max Uplift 1=-42(LC 12), 3=-52(LC 13), 4=-28(LC 12) Max Grav 1=290(LC 18), 3=290(LC 19), 4=439(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-299/126 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V8 Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993125 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:02:23 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-mqUoS9Sb2K1YQNDxkGk_y8i_Ze8VZNBEbZNd12zsnOk Scale = 1:25.0 1 2 32x4 1.5x4 1.5x4 4-4-12 4-4-12 4-4-1212.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 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 4-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=175/4-4-12, 3=175/4-4-12 Max Horz 1=161(LC 9) Max Uplift 3=-81(LC 7) Max Grav 1=194(LC 18), 3=211(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V8A Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993126 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:02:24 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-E02AfVTDpe9P2Xo7H_FDULFD12WbIpRNqC6BZUzsnOj Scale = 1:15.0 1 2 3 2x4 1.5x4 1.5x4 2-4-12 2-4-12 2-4-1212.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=85/2-4-12, 3=85/2-4-12 Max Horz 1=79(LC 9) Max Uplift 3=-39(LC 7) Max Grav 1=95(LC 18), 3=103(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V9 Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993127 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:02:25 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-iDbYsqUraxHFfhNKrhmS1ZoKpSq41FxX3ssk5xzsnOi Scale = 1:25.5 1 2 3 4 5 9 8 7 6 10 11 3x4 5x6 5x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 7-4-87-4-8 9-11-02-6-8 12-9-102-10-11 7-4-8 7-4-8 9-11-0 2-6-8 12-9-10 2-10-11 4-1-144-3-102-7-74-1-147.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.08 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-9-10. (lb) - Max Horz 1=141(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 8, 7 except 9=-139(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 9=576(LC 32), 8=365(LC 18), 7=319(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-494/182, 3-8=-297/97, 4-7=-266/49 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 5-0-14, Exterior(2R) 5-0-14 to 9-11-0, Exterior(2E) 9-11-0 to 12-7-14 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 8, 7 except (jt=lb) 9=139. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss V9A Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993128 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:02:26 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-BP9x4AUTLFP6HryWPPHhamKUVrAmmiZgHWbIdNzsnOh Scale = 1:24.7 1 2 3 4 7 6 5 8 3x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 10-9-1010-9-10 6-7-12 6-7-12 10-9-10 4-1-15 3-10-81-5-77.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.12 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-9-10. (lb) - Max Horz 1=114(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 7=-132(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1 except 5=309(LC 19), 6=332(LC 18), 7=460(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-273/127 WEBS 2-7=-398/189 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 5-0-14, Exterior(2R) 5-0-14 to 6-7-12, Exterior(2E) 6-7-12 to 10-7-14 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 7=132. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V9B Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993129 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:02:27 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-fbjJHWV66ZXzv?Xiz6ow6_tdeFVdVAGpWALrApzsnOg Scale = 1:18.6 1 2 3 4 2x4 4x4 2x4 1.5x4 8-9-108-9-10 4-7-12 4-7-12 8-9-10 4-1-15 2-8-80-3-77.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.49 0.14 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=197/8-9-10, 3=193/8-9-10, 4=341/8-9-10 Max Horz 1=-65(LC 8) Max Uplift 1=-48(LC 12), 3=-55(LC 13), 4=-5(LC 12) Max Grav 1=274(LC 18), 3=269(LC 19), 4=346(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V9C Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993130 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:02:29 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-b_r3iCXMdAnh8Ig54XrOBPy383BLz4g6_UqyEizsnOe Scale = 1:12.2 1 2 3 2x4 3x4 2x4 5-3-85-3-8 2-7-12 2-7-12 5-3-8 2-7-12 1-6-87.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=190/5-3-8, 3=190/5-3-8 Max Horz 1=33(LC 9) Max Uplift 1=-26(LC 12), 3=-26(LC 13) Max Grav 1=214(LC 18), 3=214(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V10 Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993131 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:19 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-QoUB2h2GmUABlRO_PqCdCNdmOvw1HhifuwCNF8zsnUQ Scale = 1:61.9 1 2 3 4 5 9 8 7 6 10 11 3x4 4x4 3x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 14-0-114-0-1 9-10-2 9-10-2 14-0-1 4-1-15 9-10-25-8-412.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.11 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS.All bearings 14-0-1. (lb) - Max Horz 1=336(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 7 except 1=-211(LC 8), 6=-112(LC 6), 8=-270(LC 10), 9=-196(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 1=285(LC 7), 6=257(LC 18), 7=413(LC 17), 8=437(LC 17), 9=326(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-406/326, 2-3=-332/272, 3-4=-268/267, 4-5=-246/282 WEBS 4-7=-331/196, 3-8=-355/340, 2-9=-261/238 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 4-10-10, Interior(1) 4-10-10 to 5-3-12, Exterior(2R) 5-3-12 to 9-10-2, Exterior(2E) 9-10-2 to 13-10-5 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 1=211, 6=112, 8=270, 9=196. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V10A Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993132 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:22 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-rNAKhj493PYmcv7Z4ylKp?FJQ7xTU3T5auQ1sTzsnUN Scale = 1:54.8 1 2 3 4 7 6 53x4 4x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 12-10-112-10-1 8-8-2 8-8-2 12-10-1 4-1-15 8-8-24-6-412.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.12 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except* 2-7: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS.All bearings 12-10-1. (lb) - Max Horz 1=287(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 6 except 1=-123(LC 6), 5=-102(LC 11), 7=-307(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 1=283(LC 18), 5=252(LC 18), 6=383(LC 17), 7=498(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-321/273, 2-3=-258/250, 3-4=-225/260 WEBS 3-6=-307/164, 2-7=-391/383 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 4-8-2, Exterior(2R) 4-8-2 to 8-8-2, Exterior(2E) 8-8-2 to 12-8-5 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 1=123, 5=102, 7=307. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V10B Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993133 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:24 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-nmH45O6Pb1oUsDHxCNoovQLekwdAyxTO2Cv8xMzsnUL Scale: 1/4"=1' 1 2 3 4 7 6 5 8 3x4 4x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 11-8-111-8-1 7-6-2 7-6-2 11-8-1 4-1-15 7-6-23-4-412.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.11 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-8-1. (lb) - Max Horz 1=239(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6 except 1=-125(LC 6), 5=-114(LC 11), 7=-263(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=383(LC 17), 7=423(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-286/244 WEBS 3-6=-300/136, 2-7=-339/339 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 4-10-10, Exterior(2R) 4-10-10 to 7-6-2, Exterior(2E) 7-6-2 to 11-6-5 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 1=125, 5=114, 7=263. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V10C Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993134 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:27 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-BLzDkQ8HuyA2jg?WtVLVW3z9_8fp8JzqkA8oXhzsnUI Scale = 1:40.6 1 2 3 4 7 6 5 8 3x4 4x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 10-6-110-6-1 6-4-2 6-4-2 10-6-1 4-1-15 6-4-22-2-412.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.11 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-6-1. (lb) - Max Horz 1=191(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6 except 1=-135(LC 6), 5=-129(LC 11), 7=-236(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=361(LC 17), 7=374(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-259/221 WEBS 3-6=-274/118, 2-7=-308/317 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 4-10-10, Exterior(2R) 4-10-10 to 6-4-2, Exterior(2E) 6-4-2 to 10-4-5 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 1=135, 5=129, 7=236. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V10D Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993135 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:29 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-8j5z96AYPZRmy_9v_wNzcU2VBxKDcFi7BUducZzsnUG Scale = 1:35.5 1 2 3 4 7 6 52x4 4x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 9-4-19-4-1 5-2-2 5-2-2 9-4-1 4-1-15 5-2-21-0-412.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.12 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-4-1. (lb) - Max Horz 1=143(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6 except 1=-193(LC 8), 5=-143(LC 11), 7=-269(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1 except 5=274(LC 18), 6=274(LC 17), 7=419(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-256/216, 2-3=-283/250 WEBS 2-7=-363/388 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 1=193, 5=143, 7=269. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V10E Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993136 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:32 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-YIm6n7CQiUpLpRuUg2xgD6g?b9MzpdUZuSrZDuzsnUD Scale = 1:27.4 1 2 3 42x4 4x4 2x4 1.5x4 8-0-48-0-4 4-0-2 4-0-2 8-0-4 4-0-2 4-0-212.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.11 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=204/8-0-4, 3=204/8-0-4, 4=251/8-0-4 Max Horz 1=-99(LC 6) Max Uplift 1=-52(LC 11), 3=-52(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V10F Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993137 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:36 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-Q30cdVFxmjJnI3BFvu?cOyrjUmgZlRH9o3pmMfzsnU9 Scale = 1:20.1 1 2 3 2x4 3x4 2x4 5-8-45-8-4 2-10-2 2-10-2 5-8-4 2-10-2 2-10-212.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 15 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 5-8-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=224/5-8-4, 3=224/5-8-4 Max Horz 1=68(LC 7) Max Uplift 1=-23(LC 11), 3=-23(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V10G Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993138 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:37 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-vGa?qrGZX0RevCmRScXrwANwoA3sUuXI1jZKu6zsnU8 Scale = 1:11.2 1 2 3 2x4 3x4 2x4 3-4-43-4-4 1-8-2 1-8-2 3-4-4 1-8-2 1-8-212.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 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 3-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=119/3-4-4, 3=119/3-4-4 Max Horz 1=36(LC 9) Max Uplift 1=-12(LC 11), 3=-12(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V11 Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993139 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:39 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-rehlFXIp3ehL9Wwqa0ZJ0bT35zeFyjibV12Qz_zsnU6 Scale = 1:60.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 3x4 3x4 4x6 4x6 6x12 MT20HS3x6 1.5x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 17-7-317-7-3 4-1-7 4-1-7 10-1-7 6-0-0 17-7-3 7-5-12 5-11-1210-1-22-7-610-1-212.00 12 Plate Offsets (X,Y)-- [3:0-2-8,Edge], [5:0-2-4,0-1-12], [8:0-3-8,Edge], [10:0-1-11,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.90 0.52 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT20HS Weight: 92 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except* 6-9: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 4-12 REACTIONS.All bearings 17-7-3. (lb) - Max Horz 14=-345(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 11, 13 except 14=-186(LC 11), 8=-278(LC 7), 12=-105(LC 6), 9=-401(LC 11) Max Grav All reactions 250 lb or less at joint(s) 14 except 8=416(LC 8), 11=324(LC 1), 12=392(LC 1), 13=346(LC 17), 9=590(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-202/269, 5-6=-229/264, 6-7=-344/283, 7-8=-284/205 BOT CHORD 13-14=-230/260, 12-13=-230/260, 11-12=-230/260, 9-11=-230/260, 8-9=-230/260 WEBS 4-12=-309/136, 6-9=-418/374 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-1-7, Exterior(2R) 4-1-7 to 12-11-0, Exterior(2E) 12-11-0 to 17-5-7 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 13 except (jt=lb) 14=186, 8=278, 12=105, 9=401. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss V11A Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993140 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:42 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-FDNutYKiLZ3w0_fPF961dD4gHBjX95i2B?G4ZJzsnU3 Scale = 1:51.4 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 2x4 4x6 3x4 3x4 3x6 4x4 17-7-317-7-3 4-1-7 4-1-7 10-1-7 6-0-0 17-7-3 7-5-12 4-9-128-11-21-5-68-11-212.00 12 Plate Offsets (X,Y)-- [3:0-2-8,Edge], [5:0-2-4,0-1-12], [8:Edge,0-1-8], [10:0-1-11,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.39 0.29 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 5-11,4-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 4-12 REACTIONS.All bearings 17-7-3. (lb) - Max Horz 14=-298(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 13 except 14=-122(LC 11), 8=-198(LC 7), 9=-355(LC 11) Max Grav All reactions 250 lb or less at joint(s) 14 except 8=320(LC 8), 11=322(LC 1), 12=392(LC 1), 13=285(LC 17), 9=512(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-312/268 WEBS 4-12=-309/136, 6-9=-382/351 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-1-7, Exterior(2R) 4-1-7 to 12-11-0, Exterior(2E) 12-11-0 to 17-5-7 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 12, 13 except (jt=lb) 14=122, 8=198, 9=355. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss V11B Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993141 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:44 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-BcVeIEMytAJeFHonNa9VjeA39_S4d_YKeJlBeCzsnU1 Scale = 1:44.9 1 2 3 4 5 6 7 13 12 11 10 98 14 3x6 3x4 3x6 4x4 17-7-317-7-3 4-1-7 4-1-7 10-1-7 6-0-0 17-7-3 7-5-12 3-7-127-9-20-3-67-9-212.00 12 Plate Offsets (X,Y)-- [3:0-2-8,Edge], [5:0-2-4,0-1-12], [9:0-1-11,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.10 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 76 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 5-10,4-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-7-3. (lb) - Max Horz 13=-252(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 13, 11, 12 except 7=-117(LC 7), 10=-109(LC 6), 8=-276(LC 11) Max Grav All reactions 250 lb or less at joint(s) 13, 7 except 10=319(LC 1), 11=391(LC 1), 12=279(LC 1), 8=439(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-275/248 WEBS 4-11=-307/134, 6-8=-351/316 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-1-7, Exterior(2R) 4-1-7 to 12-11-0, Exterior(2E) 12-11-0 to 17-5-7 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 11, 12 except (jt=lb) 7=117, 10=109, 8=276. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss V11C Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993142 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:46 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-8?cOjwNCPnaMUbyAU?Bzo3FPpo8Z5vtd6dEIi4zsnU? Scale = 1:38.2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 3x6 3x4 3x6 4x4 16-8-916-8-9 4-1-7 4-1-7 10-1-7 6-0-0 16-8-9 6-7-2 2-5-126-7-26-7-212.00 12 Plate Offsets (X,Y)-- [3:0-2-8,Edge], [5:0-2-4,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.09 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 66 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-8-9. (lb) - Max Horz 13=-204(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 13, 10, 11, 12 except 7=-108(LC 7), 8=-242(LC 11) Max Grav All reactions 250 lb or less at joint(s) 13, 7 except 10=318(LC 1), 11=383(LC 1), 12=269(LC 17), 8=385(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-11=-300/124, 6-8=-314/284 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-1-7, Exterior(2R) 4-1-7 to 11-9-15, Exterior(2E) 11-9-15 to 16-4-5 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 10, 11, 12 except (jt=lb) 7=108, 8=242. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss V11D Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993143 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:48 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-4Nk98cPSxPq4kv6ZcPDRtUKlObpiZnywZxjPmzzsnTz Scale = 1:53.3 1 2 3 4 5 9 8 7 6 1.5x4 1.5x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-6-915-6-9 7-1-7 7-1-7 15-6-9 8-5-2 1-3-128-5-212.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.12 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-6-9. (lb) - Max Horz 9=-235(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 9, 7 except 5=-113(LC 7), 8=-278(LC 10), 6=-298(LC 11) Max Grav All reactions 250 lb or less at joint(s) 9 except 5=254(LC 17), 7=380(LC 19), 8=419(LC 17), 6=482(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-290/279, 3-4=-296/302, 4-5=-265/240 WEBS 3-7=-301/175, 2-8=-365/308, 4-6=-413/339 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 10-7-15, Exterior(2E) 10-7-15 to 15-2-5 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 7 except (jt=lb) 5=113, 8=278, 6=298. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V11E Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993144 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:53 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-RLY2BJTbmxSMqg_WOzpcaY2dycW9E55fjDRARAzsnTu Scale = 1:46.2 1 2 3 4 5 8 7 63x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 14-6-414-6-4 7-3-2 7-3-2 14-6-4 7-3-2 7-3-212.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.10 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-6-4. (lb) - Max Horz 1=-187(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-256(LC 10), 6=-256(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=411(LC 17), 6=411(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-361/296, 4-6=-361/296 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 4-10-10, Exterior(2R) 4-10-10 to 9-7-10, Exterior(2E) 9-7-10 to 14-2-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=256, 6=256. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V11F Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993145 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:56 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-rwDApLVU2sqxh7j545MJCAg7IqYlRSX5PBfq2VzsnTr Scale = 1:39.1 1 2 3 4 5 8 7 6 9 10 3x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 12-2-412-2-4 6-1-2 6-1-2 12-2-4 6-1-2 6-1-212.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.10 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-2-4. (lb) - Max Horz 1=-156(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-235(LC 10), 6=-234(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=370(LC 17), 6=370(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-309/284, 4-6=-308/284 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 4-10-10, Exterior(2R) 4-10-10 to 7-3-10, Exterior(2E) 7-3-10 to 11-10-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=235, 6=234. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V11G Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993146 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:56:58 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-nILxE0WkaT4fxRtUBWPnHblR8dD1vMGOsU8x7OzsnTp Scale = 1:32.9 1 2 3 43x4 4x6 3x4 1.5x4 9-10-49-10-4 4-11-2 4-11-2 9-10-4 4-11-2 4-11-212.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.18 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=237/9-10-4, 3=237/9-10-4, 4=350/9-10-4 Max Horz 1=-124(LC 8) Max Uplift 1=-49(LC 11), 3=-49(LC 11), 4=-13(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V11H Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993147 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:57:06 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-Yrqywmdlix5WugU0fBYfcH4qrsy9n?0aik4MPwzsnTh Scale = 1:25.8 1 2 3 42x4 4x4 2x4 1.5x4 7-6-47-6-4 3-9-2 3-9-2 7-6-4 3-9-2 3-9-212.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.10 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=190/7-6-4, 3=190/7-6-4, 4=233/7-6-4 Max Horz 1=-92(LC 8) Max Uplift 1=-49(LC 11), 3=-49(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V11J Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993148 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:57:09 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-zQV5Ynfe_sT5l7DbKK5MDwiN63y7_MS0OiJ0?FzsnTe Scale = 1:18.8 1 2 3 2x4 3x4 2x4 5-2-45-2-4 2-7-2 2-7-2 5-2-4 2-7-2 2-7-212.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=202/5-2-4, 3=202/5-2-4 Max Horz 1=-61(LC 8) Max Uplift 1=-21(LC 11), 3=-21(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V11K Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993149 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:57:11 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-vodrzTguWTjp_RM_Sl8qJLnkSthBSGyJs0o748zsnTc Scale = 1:9.9 1 2 3 2x4 3x4 2x4 2-10-42-10-4 1-5-2 1-5-2 2-10-4 1-5-2 1-5-212.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 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 2-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=97/2-10-4, 3=97/2-10-4 Max Horz 1=29(LC 9) Max Uplift 1=-10(LC 11), 3=-10(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V12 Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993150 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:57:14 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-JNJ_bVjmpO5Oru5Y7thXwzP6T4g1fXBlY_0nhSzsnTZ Scale = 1:51.0 1 2 3 4 7 6 5 8 1.5x4 4x4 4x6 1.5x4 4x8 4x6 9-3-09-3-0 -2-0-0 2-0-0 5-2-4 5-2-4 9-3-0 4-0-12 4-11-77-11-125-7-57.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.16 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 0.01 -0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=364/9-3-0, 5=118/9-3-0, 6=474/9-3-0 Max Horz 7=299(LC 9) Max Uplift 7=-81(LC 12), 5=-67(LC 13), 6=-65(LC 12) Max Grav 7=448(LC 19), 5=213(LC 20), 6=484(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-402/170 BOT CHORD 6-7=-271/219 WEBS 3-6=-343/60 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-6-6, Exterior(2R) 2-6-6 to 5-2-4, Exterior(2E) 5-2-4 to 9-1-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V12A Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993151 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:57:20 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-8XgFsYnXPEsXapZiU8oxAEf8yVjS3GodwvT5u6zsnTT Scale = 1:43.9 1 2 3 4 7 6 5 8 1.5x4 4x4 4x6 1.5x4 4x8 3x6 9-3-09-3-0 -2-0-0 2-0-0 5-2-4 5-2-4 9-3-0 4-0-12 3-9-76-9-124-5-57.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.16 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.01 -0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 90 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 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=387/9-3-0, 5=148/9-3-0, 6=421/9-3-0 Max Horz 7=253(LC 9) Max Uplift 7=-82(LC 12), 5=-56(LC 13), 6=-50(LC 12) Max Grav 7=471(LC 19), 5=240(LC 20), 6=430(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-426/196 WEBS 3-6=-320/58 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-6-6, Exterior(2R) 2-6-6 to 5-2-4, Exterior(2E) 5-2-4 to 9-1-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V12B Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993152 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:57:26 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-zh1W6bsI_4chIk0sqOvLQVvARwmuT0tWIrwQ6mzsnTN Scale = 1:36.4 1 2 3 4 7 6 5 8 1.5x4 5x6 4x6 1.5x4 4x8 3x6 9-3-09-3-0 -2-0-0 2-0-0 5-2-4 5-2-4 9-3-0 4-0-12 2-7-75-7-123-3-57.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.16 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.01 -0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=403/9-3-0, 5=169/9-3-0, 6=384/9-3-0 Max Horz 7=207(LC 9) Max Uplift 7=-90(LC 12), 5=-48(LC 13), 6=-30(LC 12) Max Grav 7=488(LC 19), 5=257(LC 20), 6=392(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-442/226 WEBS 3-6=-297/74 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-6-6, Exterior(2R) 2-6-6 to 5-2-4, Exterior(2E) 5-2-4 to 9-1-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V12C Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993153 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:57:32 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-nrOnNfx3awNq0fT0Bf0lfm9BwLq1tkPPhnNkJQzsnTH Scale = 1:29.8 1 2 3 4 5 9 8 7 6 10 3x4 3x4 4x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 9-3-09-3-0 -2-0-0 2-0-0 5-2-4 5-2-4 9-3-0 4-0-12 1-6-124-7-12-2-107.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.56 0.11 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.00 -0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-6: 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 9-3-0. (lb) - Max Horz 9=165(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 6 except 9=-183(LC 8), 8=-205(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 9=522(LC 18), 6=268(LC 20), 7=365(LC 19), 8=313(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-489/213 WEBS 4-7=-272/25, 3-8=-281/176 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-6-6, Exterior(2R) 2-6-6 to 5-2-4, Exterior(2E) 5-2-4 to 9-1-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 9=183, 8=205. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V12D Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993154 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:57:38 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-c?m2di?q9m7_kaxAXw79v1PHNltWHSvH3jq2X3zsnTB Scale = 1:32.9 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 4x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-9-016-9-0 8-4-8 8-4-8 16-9-0 8-4-8 4-10-107.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.11 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-9-0. (lb) - Max Horz 1=-124(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 9=-158(LC 12), 6=-158(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=295(LC 19), 9=562(LC 18), 6=562(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-467/204, 4-6=-467/204 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 5-0-14, Exterior(2R) 5-0-14 to 11-8-2, Exterior(2E) 11-8-2 to 16-2-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 9=158, 6=158. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V12E Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993155 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:57:41 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-1aRBGj2iShVYb2flC2gsWg1oFzvIUpwjlh3i8OzsnT8 Scale: 1/2"=1' 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 12-9-012-9-0 6-4-8 6-4-8 12-9-0 6-4-8 3-8-107.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.10 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-9-0. (lb) - Max Horz 1=-92(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-130(LC 12), 6=-130(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=317(LC 19), 8=487(LC 18), 6=487(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-427/172, 4-6=-427/172 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 5-0-14, Exterior(2R) 5-0-14 to 7-8-2, Exterior(2E) 7-8-2 to 12-2-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=130, 6=130. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V12F Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993156 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:57:44 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-R97Kul4blct7SVOJuAEZ8IfGAAwfhBHAReHMljzsnT5 Scale = 1:17.9 1 2 3 4 2x4 4x4 2x4 1.5x4 8-9-08-9-0 4-4-8 4-4-8 8-9-0 4-4-8 2-6-107.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.12 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=184/8-9-0, 3=184/8-9-0, 4=323/8-9-0 Max Horz 1=-61(LC 10) Max Uplift 1=-45(LC 12), 3=-52(LC 13), 4=-5(LC 12) Max Grav 1=254(LC 18), 3=254(LC 19), 4=325(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V12G Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993157 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:57:48 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-JwMqk775pqOZx7i570IVJ8p1VnHLd?6lMGFauUzsnT1 Scale = 1:9.6 1 2 3 2x4 3x4 2x4 4-9-04-9-0 2-4-8 2-4-8 4-9-0 2-4-8 1-4-107.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=165/4-9-0, 3=165/4-9-0 Max Horz 1=-29(LC 8) Max Uplift 1=-23(LC 12), 3=-23(LC 13) Max Grav 1=184(LC 18), 3=184(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V13 Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993158 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:57:52 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-ChcLZUAcs3u?Pk?sMsNRT__e7PeAZo6LHuDo0FzsnSz Scale: 3/4"=1'1 2 3 1.5x4 1.5x4 2x4 4-6-64-6-6 4-6-6 4-6-6 2-7-117.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 2 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 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=173/4-6-6, 2=173/4-6-6 Max Horz 3=-93(LC 8) Max Uplift 3=-50(LC 13), 2=-21(LC 13) Max Grav 3=243(LC 19), 2=243(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V13A Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993159 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:57:57 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-ZfPEdCEkhbWHWVup8PycA2haCQNAE3L4RAxZhTzsnSu Scale = 1:10.2 1 2 3 1.5x4 1.5x4 2x4 2-6-62-6-6 2-6-6 2-6-6 1-5-117.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a 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 2-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=83/2-6-6, 2=83/2-6-6 Max Horz 3=-45(LC 10) Max Uplift 3=-24(LC 13), 2=-10(LC 13) Max Grav 3=106(LC 19), 2=106(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V14 Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993160 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:58:01 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-RQflSZHFlq0j_7BbNF1YKus8c1k?ArXgLovmqEzsnSq Scale = 1:33.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 3x4 3x4 4x6 4x6 3x6 15-3-1115-3-11 -2-0-0 2-0-0 5-10-0 5-10-0 7-1-2 1-3-2 12-6-14 5-5-13 15-3-11 2-8-12 1-7-104-1-145-0-72-8-84-1-147.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-0], [7:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.56 0.10 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 -0.00 (loc) 1 1 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-10: 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 15-3-11. (lb) - Max Horz 15=184(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 10, 12, 11 except 15=-109(LC 8), 14=-152(LC 12) Max Grav All reactions 250 lb or less at joint(s) 10 except 15=427(LC 18), 13=377(LC 20), 14=376(LC 19), 12=579(LC 35), 11=380(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-397/138 WEBS 4-13=-294/49, 3-14=-328/162, 6-12=-498/145, 8-11=-304/95 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 2-6-6, Exterior(2R) 2-6-6 to 5-10-0, Exterior(2E) 5-10-0 to 7-1-2, Interior(1) 7-1-2 to 8-0-8, Exterior(2R) 8-0-8 to 12-6-14, Exterior(2E) 12-6-14 to 15-1-15 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 12, 11 except (jt=lb) 15=109, 14=152. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss V14A Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993161 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:58:07 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-Ga00jcM0Kgnsi2ekkV8ya96D0SnYaZaYkjM42uzsnSk Scale = 1:26.6 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 3x4 3x6 5x6 4x6 16-1-416-1-4 7-4-8 7-4-8 11-4-8 4-0-0 16-1-4 4-8-12 4-3-101-6-84-3-107.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [4:0-3-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.09 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-1-4. (lb) - Max Horz 1=127(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 11 except 7=-271(LC 42), 12=-141(LC 12), 8=-188(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=467(LC 19), 11=464(LC 18), 12=576(LC 32), 8=662(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-10=-386/63, 3-11=-383/112, 2-12=-495/184, 5-8=-589/233 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 5-0-14, Exterior(2R) 5-0-14 to 11-4-8, Exterior(2E) 11-4-8 to 15-11-8 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10, 11 except (jt=lb) 7=271, 12=141, 8=188. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss V14B Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993162 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:58:10 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-g9h9LeOudb9RZVNJPehfCnklufo9nw1_QhbleDzsnSh Scale = 1:27.5 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 14-1-414-1-4 7-4-8 7-4-8 14-1-4 6-8-12 4-3-100-4-87.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.10 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-1-4. (lb) - Max Horz 1=108(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-140(LC 12), 6=-140(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=312(LC 18), 8=511(LC 18), 6=506(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-435/182, 4-6=-432/182 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 5-0-14, Exterior(2R) 5-0-14 to 9-6-14, Exterior(2E) 9-6-14 to 14-1-4 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=140, 6=140. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V14C Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993163 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:58:13 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-5kNH_gQnwWX0Qz6u4mFMpQMCOsos_HtR6fpPFYzsnSe Scale = 1:21.4 1 2 3 44x4 4x6 4x4 1.5x4 11-3-311-3-3 5-7-10 5-7-10 11-3-3 5-7-10 3-3-77.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.23 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=220/11-3-3, 3=220/11-3-3, 4=476/11-3-3 Max Horz 1=-81(LC 8) Max Uplift 1=-47(LC 12), 3=-58(LC 13), 4=-31(LC 12) Max Grav 1=325(LC 18), 3=325(LC 19), 4=492(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-335/129 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 5-0-14, Exterior(2R) 5-0-14 to 6-2-5, Exterior(2E) 6-2-5 to 10-8-12 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V14D Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993164 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:58:14 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-ZwxfB0RPhqft26h4eTmbMduSAGALjluaLJZyn_zsnSd Scale = 1:15.4 1 2 3 4 2x4 4x4 2x4 1.5x4 7-3-37-3-3 3-7-10 3-7-10 7-3-3 3-7-10 2-1-77.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.08 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=148/7-3-3, 3=148/7-3-3, 4=261/7-3-3 Max Horz 1=-49(LC 10) Max Uplift 1=-36(LC 12), 3=-42(LC 13), 4=-4(LC 12) Max Grav 1=198(LC 18), 3=198(LC 19), 4=261(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V14E Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993165 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:58:21 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-sGsJfPXo1zYtOBjRYROE86hhz5aWswHcyvlqX4zsnSW Scale = 1:7.5 1 2 3 2x4 3x4 2x4 3-3-33-3-3 1-7-10 1-7-10 3-3-3 1-7-10 0-11-77.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 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 3-3-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=98/3-3-3, 3=98/3-3-3 Max Horz 1=-17(LC 8) Max Uplift 1=-13(LC 12), 3=-13(LC 13) Max Grav 1=105(LC 18), 3=105(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V15 Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993166 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:58:57 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-oB1wDjzNZ14mijTLf?1hchAl_cqSIBJvEVTko_zsnRy Scale = 1:30.6 1 2 3 4 5 10 9 8 7 6 11 12 1.5x4 2x4 4x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 17-7-417-7-4 3-10-12 3-10-12 17-7-4 13-8-8 4-5-24-6-134-5-24.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.40 0.14 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 9-10. REACTIONS.All bearings 17-7-4. (lb) - Max Horz 10=-190(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 10, 9, 8 except 6=-113(LC 9) Max Grav All reactions 250 lb or less at joint(s) 10, 5 except 9=371(LC 29), 8=516(LC 29), 6=633(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-284/162, 3-8=-449/181, 4-6=-514/199 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-10-12, Exterior(2R) 3-10-12 to 8-5-2, Interior(1) 8-5-2 to 12-0-8 , Exterior(2E) 12-0-8 to 16-8-7 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 9, 8 except (jt=lb) 6=113. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss V15A Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993167 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:59:13 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-KH?zaB9Poy5VdBhQbMKRF3rPh2FF2QZGv?LaM3zsnRi Scale = 1:23.7 1 2 3 4 7 6 5 8 9 1.5x4 1.5x4 4x8 3x4 1.5x4 1.5x4 1.5x4 14-1-414-1-4 7-4-12 7-4-12 14-1-4 6-8-8 2-1-22-2-132-1-24.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.74 0.27 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-1-4. (lb) - Max Horz 7=-82(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 7, 4, 6 except 5=-104(LC 9) Max Grav All reactions 250 lb or less at joint(s) 7 except 4=321(LC 29), 5=584(LC 29), 6=509(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-433/279, 2-6=-447/190 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 8-8-1, Exterior(2E) 8-8-1 to 13-2-7 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4, 6 except (jt=lb) 5=104. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2020 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 Sebastian_Master Truss V16 Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993168 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:59:33 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-l7CXm0Oy45cf1FDGmZh73Hgow64AkRnCV6Be3vzsnRO Scale = 1:62.5 1 2 3 4 5 8 7 6 9 10 11 12 2x4 8x8 5x6 8x8 2x4 4x8 13-1-013-1-0 -1-0-0 1-0-0 6-6-6 6-6-6 13-1-0 6-6-10 14-1-0 1-0-0 6-4-1110-2-76-4-97.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-3-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.85 0.32 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.04 -0.00 (loc) 4-5 5 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-7,4-7: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7, 2-7, 4-7 REACTIONS.(lb/size)8=331/13-1-0, 6=332/13-1-0, 7=648/13-1-0 Max Horz 8=-364(LC 10) Max Uplift 8=-83(LC 12), 6=-83(LC 13), 7=-77(LC 13) Max Grav 8=432(LC 19), 6=433(LC 20), 7=648(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-376/109, 4-6=-377/109 BOT CHORD 7-8=-330/305 WEBS 3-7=-467/82 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-7, Exterior(2R) 3-6-7 to 9-6-10, Exterior(2E) 9-6-10 to 14-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6, 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V16A Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993169 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 13:59:45 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-ORx3H7YUFn7yT58aT5uxYpAr8yA1Ys?zGz5GUCzsnRC Scale = 1:55.4 1 2 3 4 5 8 7 6 9 10 11 12 2x4 6x6 5x6 6x6 2x4 4x8 13-1-013-1-0 -1-0-0 1-0-0 6-6-6 6-6-6 13-1-0 6-6-10 14-1-0 1-0-0 5-2-119-0-75-2-97.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.31 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.03 -0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-7,4-7: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS.(lb/size)8=351/13-1-0, 6=352/13-1-0, 7=609/13-1-0 Max Horz 8=-318(LC 10) Max Uplift 8=-78(LC 12), 6=-78(LC 13), 7=-66(LC 13) Max Grav 8=449(LC 19), 6=450(LC 20), 7=609(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-392/120, 4-6=-393/120 BOT CHORD 7-8=-288/272 WEBS 3-7=-446/83 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-7, Exterior(2R) 3-6-7 to 9-6-10, Exterior(2E) 9-6-10 to 14-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6, 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V16B Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993170 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:00:00 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-SJLkRFjujO0qmPnSrkgSf_HOE?IZYbDBjpEZVrzsnQz Scale: 1/4"=1' 1 2 3 4 5 8 7 6 9 10 11 12 2x4 6x8 5x6 6x8 2x4 4x8 13-1-013-1-0 -1-0-0 1-0-0 6-6-6 6-6-6 13-1-0 6-6-10 14-1-0 1-0-0 4-0-117-10-74-0-97.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.90 0.31 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.02 -0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-7,4-7: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=370/13-1-0, 6=371/13-1-0, 7=571/13-1-0 Max Horz 8=-271(LC 10) Max Uplift 8=-78(LC 12), 6=-78(LC 13), 7=-51(LC 13) Max Grav 8=466(LC 19), 6=467(LC 20), 7=571(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-408/136, 4-6=-409/137 WEBS 3-7=-420/83 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-7, Exterior(2R) 3-6-7 to 9-6-10, Exterior(2E) 9-6-10 to 14-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6, 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V16C Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993171 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:00:04 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-L4aFHdmPndWGF05D4akOpqS3hcfXURomeQCneczsnQv Scale = 1:41.5 1 2 3 4 5 8 7 6 9 10 11 12 2x4 6x8 5x6 6x8 2x4 4x8 13-1-013-1-0 -1-0-0 1-0-0 6-6-6 6-6-6 13-1-0 6-6-10 14-1-0 1-0-0 2-10-116-8-72-10-97.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 1.00 0.31 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.01 0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=397/13-1-0, 6=398/13-1-0, 7=516/13-1-0 Max Horz 8=-225(LC 10) Max Uplift 8=-89(LC 12), 6=-89(LC 13), 7=-24(LC 12) Max Grav 8=490(LC 19), 6=491(LC 20), 7=520(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-432/164, 4-6=-433/165 WEBS 3-7=-376/82 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-7, Exterior(2R) 3-6-7 to 9-6-10, Exterior(2E) 9-6-10 to 14-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6, 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V16D Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993172 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:00:06 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-HTi?hJofJEm_UKFcC?nsvFXafQOHyNh35khtjUzsnQt Scale = 1:34.7 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 1.5x4 2x4 4x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 13-1-013-1-0 -1-0-0 1-0-0 6-6-6 6-6-6 13-1-0 6-6-10 14-1-0 1-0-0 1-8-115-6-71-8-97.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.27 0.10 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 6 6 8 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-1-0. (lb) - Max Horz 12=-179(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 12, 8 except 11=-148(LC 12), 9=-148(LC 13) Max Grav All reactions 250 lb or less at joint(s) 12, 8 except 10=371(LC 19), 11=475(LC 19), 9=476(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-10=-287/0, 3-11=-408/180, 5-9=-408/180 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-7, Exterior(2R) 3-6-7 to 9-6-10, Exterior(2E) 9-6-10 to 14-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8 except (jt=lb) 11=148, 9=148. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V16F Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993173 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:00:10 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-9ExWXgrAMTHPzxYNRrro35iFe1mBuCof0Mf5sGzsnQp Scale = 1:28.5 1 2 3 4 5 6 7 10 9 8 11 12 13 14 4x4 5x6 5x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 13-1-013-1-0 -1-0-0 1-0-0 6-6-6 6-6-6 13-1-0 6-6-10 14-1-0 1-0-0 0-6-114-4-70-6-97.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-0-7], [2:0-5-7,0-0-13], [6:0-0-13,0-0-8], [6:0-5-11,0-0-15] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.10 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 7 6 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-1-0. (lb) - Max Horz 2=-119(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-137(LC 12), 8=-134(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=315(LC 20), 10=476(LC 19), 8=477(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-413/180, 5-8=-413/177 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-6-7, Exterior(2R) 3-6-7 to 9-6-10, Exterior(2E) 9-6-10 to 14-1-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb) 10=137, 8=134. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V16G Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993174 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:00:21 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-LM6grR_3nrfrneuVaeYN?Pf4dTU0zAdHYapAl7zsnQe Scale = 1:21.0 1 2 3 43x4 4x6 3x4 1.5x4 10-11-1310-11-13 5-5-14 5-5-14 10-11-13 5-5-14 3-2-77.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.21 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=214/10-11-13, 3=214/10-11-13, 4=463/10-11-13 Max Horz 1=78(LC 11) Max Uplift 1=-46(LC 12), 3=-56(LC 13), 4=-30(LC 12) Max Grav 1=316(LC 18), 3=316(LC 19), 4=478(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-326/128 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 5-0-14, Exterior(2R) 5-0-14 to 5-10-15, Exterior(2E) 5-10-15 to 10-5-5 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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 Sebastian_Master Truss V16H Truss Type Valley Qty 1 Ply 1 Sebastian_Master Job Reference (optional) I39993175 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 22 14:00:29 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:mJ1asOE_ybebY?1HqwDcnWzs71u-6ubiWA45uIgjlsV12KhFK5_WUhACrpzSOplb1fzsnQW Scale = 1:14.7 1 2 3 2x4 3x4 2x4 6-11-136-11-13 3-5-14 3-5-14 6-11-13 3-5-14 2-0-77.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.38 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=266/6-11-13, 3=266/6-11-13 Max Horz 1=-47(LC 10) Max Uplift 1=-36(LC 12), 3=-36(LC 13) Max Grav 1=310(LC 18), 3=310(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-261/148, 2-3=-261/148 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 22,2020 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