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HomeMy WebLinkAboutTrusses16023 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. August 25,2021 Liu, Xuegang Pages or sheets covered by this seal: I47627759 thru I47627832 My license renewal date for the state of Indiana is July 31, 2022. 25137 OBERLINE RESIDENCE 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss A01 Truss Type Roof Special Girder Qty 1 Ply 2 OBERLINE RESIDENCE Job Reference (optional) I47627759 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:09:44 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-ByC7py9jvx6Pg5GLG3BLja?m98klOczmR3xq_SykJIb Scale = 1:78.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 5x6 5x6 5x6 5x9 5x6 4x4 4x4 3x4 1.5x4 3x4 1.5x4 3x4 4x4 3x4 4x4 4x4 3x4 6-0-06-0-0 8-7-82-7-8 13-1-154-6-7 17-6-104-4-11 21-11-64-4-11 26-4-14-4-11 30-10-84-6-7 34-4-83-6-0 41-3-06-10-8 -1-4-8 1-4-8 3-1-12 3-1-12 6-0-0 2-10-4 8-7-8 2-7-8 13-1-15 4-6-7 17-6-10 4-4-11 21-11-6 4-4-11 26-4-1 4-4-11 30-10-8 4-6-7 34-4-8 3-6-0 37-8-0 3-3-8 41-3-0 3-7-0 42-7-8 1-4-8 1-11-87-11-85-4-08-10-01-11-85-4-012.00 12 Plate Offsets (X,Y)-- [9:0-3-0,Edge], [11:0-5-4,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.20 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.28 0.05 (loc) 21-22 21-22 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 563 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS 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.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)27=0-3-8, 16=0-3-8 Max Horz 27=-200(LC 8) Max Uplift 27=-262(LC 10), 16=-216(LC 10) Max Grav 27=2180(LC 1), 16=2202(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2070/341, 4-5=-2070/342, 5-6=-3025/459, 6-7=-4526/859, 7-8=-4526/859, 8-10=-4450/655, 10-11=-4451/655, 11-12=-2138/301, 12-13=-2127/306, 2-27=-315/140, 14-16=-327/141 BOT CHORD 26-27=-157/1310, 25-26=-314/3015, 24-25=-541/4099, 22-24=-541/4099, 21-22=-696/4665, 19-21=-696/4665, 18-19=-291/3535, 17-18=-294/3529, 16-17=-42/1291 WEBS 3-26=-39/420, 4-26=-433/2657, 5-26=-3286/522, 5-25=-186/1283, 6-25=-1628/358, 6-24=0/412, 6-22=-244/729, 7-22=-275/87, 8-19=-419/302, 10-19=-280/73, 11-19=-311/1386, 11-17=-3554/489, 12-17=-370/2697, 13-17=-34/384, 3-27=-2149/183, 13-16=-2174/133 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 6) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are 4x8 MT20 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Continued on page 2 August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss A01 Truss Type Roof Special Girder Qty 1 Ply 2 OBERLINE RESIDENCE Job Reference (optional) I47627759 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:09:44 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-ByC7py9jvx6Pg5GLG3BLja?m98klOczmR3xq_SykJIb NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 27=262, 16=216. 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) 86 lb down and 77 lb up at 12-0-12, 62 lb down and 47 lb up at 14-0-12, 62 lb down and 47 lb up at 16-0-12, 62 lb down and 47 lb up at 18-0-12, 62 lb down and 47 lb up at 20-0-12, 62 lb down and 47 lb up at 22-0-12, and 62 lb down and 47 lb up at 24-0-12, and 62 lb down and 47 lb up at 26-0-12 on top chord, and 262 lb down at 12-0-12, 52 lb down and 75 lb up at 14-0-12, 52 lb down and 75 lb up at 16-0-12, 52 lb down and 75 lb up at 18-0-12, 52 lb down and 75 lb up at 20-0-12, 52 lb down and 75 lb up at 22-0-12, 52 lb down and 75 lb up at 24-0-12, and 52 lb down and 75 lb up at 26-0-12, and 450 lb down at 27-5-4 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: 1-2=-60, 2-4=-60, 4-5=-60, 5-11=-60, 11-12=-60, 12-14=-60, 14-15=-60, 16-27=-20 Concentrated Loads (lb) Vert: 23=-12(B) 21=-12(B) 8=-13(B) 10=-13(B) 19=-12(B) 29=-33(B) 30=-13(B) 31=-13(B) 32=-13(B) 33=-13(B) 35=-13(B) 37=-262(B) 38=-12(B) 39=-12(B) 40=-12(B) 41=-12(B) 42=-450(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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss A02 Truss Type Hip Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627760 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:09:47 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-cXuFRzCbCsU_XZ?wyBk2LCd7MMgqbwqC719VbnykJIY Scale = 1:76.8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 31 32 7x12 MT18HS 5x6 3x4 5x6 4x4 5x6 3x4 4x8 1.5x4 3x4 5x6 7x12 MT18HS 4x4 5x6 3x4 5x6 4x8 5x6 5-4-85-4-8 13-0-147-8-6 20-7-87-6-10 28-2-27-6-10 35-10-87-8-6 41-3-05-4-8 -1-4-8 1-4-8 5-4-8 5-4-8 13-0-14 7-8-6 20-7-8 7-6-10 28-2-2 7-6-10 35-10-8 7-8-6 41-3-0 5-4-8 42-7-8 1-4-8 1-11-87-1-147-4-01-11-87-1-1412.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-6-6,Edge], [5:0-3-0,Edge], [8:0-4-0,Edge], [9:0-6-6,Edge], [10:0-2-12,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.81 0.56 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.33 0.08 (loc) 14-16 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 202 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-12 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)20=0-3-8, 12=0-3-8 Max Horz 20=-172(LC 12) Max Uplift 20=-4(LC 14), 12=-4(LC 14) Max Grav 20=1756(LC 20), 12=1756(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1710/123, 3-4=-2229/173, 4-6=-2514/175, 6-7=-2514/175, 7-9=-2231/172, 9-10=-1711/123, 2-20=-1721/143, 10-12=-1721/143 BOT CHORD 18-19=0/1217, 16-18=0/2278, 14-16=0/2252, 13-14=0/1158 WEBS 3-18=-59/1471, 4-18=-819/132, 4-16=-11/446, 6-16=-426/100, 7-16=-11/442, 7-14=-820/132, 9-14=-59/1472, 2-19=0/1180, 10-13=0/1187 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 2-9-0, Interior(1) 2-9-0 to 5-4-8, Exterior(2) 5-4-8 to 11-2-8, Interior(1) 11-2-8 to 35-10-8, Exterior(2) 35-10-8 to 41-8-8, Interior(1) 41-8-8 to 42-7-8 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss A03 Truss Type Hip Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627761 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:09:49 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-Yw?0sfDrjTkims8J3cnWQdjXu9Jo3rLVaLebgfykJIW Scale = 1:76.8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 6x12 MT20HS 5x6 3x4 5x6 5x9 3x4 3x4 3x4 3x4 3x4 5x9 6x12 MT20HS 6x8 3x4 6x8 5x6 7-4-87-4-8 16-2-88-10-0 25-0-88-10-0 33-10-88-10-0 41-3-07-4-8 -1-4-8 1-4-8 7-4-8 7-4-8 14-0-0 6-7-8 20-7-8 6-7-8 27-3-0 6-7-8 33-10-8 6-7-8 41-3-0 7-4-8 42-7-8 1-4-8 1-11-89-1-149-4-01-11-89-1-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-9-14,Edge], [6:0-3-0,Edge], [8:0-9-14,Edge], [9:0-3-8,Edge], [11:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.55 0.72 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.35 0.08 (loc) 12-14 12-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 212 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-6 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 5-15, 5-14, 7-12 REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=-211(LC 12) Max Uplift 18=-4(LC 14), 11=-4(LC 14) Max Grav 18=1778(LC 20), 11=1778(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1808/135, 3-4=-1228/162, 4-5=-1965/171, 5-7=-1965/171, 7-8=-1228/162, 8-9=-1808/135, 2-18=-1723/151, 9-11=-1723/151 BOT CHORD 17-18=-168/306, 15-17=0/1905, 14-15=0/2097, 12-14=0/1871 WEBS 3-17=0/871, 4-17=-1112/58, 4-15=0/549, 7-14=0/549, 7-12=-1112/58, 8-12=0/871, 2-17=0/1131, 9-12=0/1132 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 2-9-0, Interior(1) 2-9-0 to 7-4-8, Exterior(2) 7-4-8 to 13-2-8, Interior(1) 13-2-8 to 33-10-8, Exterior(2) 33-10-8 to 39-8-8, Interior(1) 39-8-8 to 42-7-8 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss A04 Truss Type Piggyback Base Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627762 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:09:51 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-UJ7mHLF6F4_P?AIhB1p_W2ovcz0BXl6o2f7ikYykJIU Scale = 1:73.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 5x6 5x6 5x6 3x4 5x6 4x8 3x4 3x4 3x4 3x4 3x4 4x8 5x6 3x4 5x6 5x6 8-0-08-0-0 16-5-08-5-0 24-10-08-5-0 33-3-08-5-0 41-3-08-0-0 8-0-0 8-0-0 14-3-12 6-3-12 20-7-8 6-3-12 26-11-4 6-3-12 33-3-0 6-3-12 41-3-0 8-0-0 42-7-8 1-4-8 1-11-89-11-81-11-89-11-812.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-0-12], [2:0-3-0,0-1-12], [5:0-3-0,Edge], [7:0-3-0,0-1-12], [8:0-3-4,0-0-12], [10:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.66 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.29 0.07 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 248 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP DSS *Except* 2-5,5-7: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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 (5-2-3 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 4-14, 4-13, 6-11 REACTIONS. (size)17=Mechanical, 10=0-3-8 Max Horz 17=-211(LC 12) Max Uplift 10=-3(LC 14) Max Grav 17=1697(LC 20), 10=1783(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1820/127, 2-3=-1229/169, 3-4=-1822/181, 4-6=-1821/179, 6-7=-1224/171, 7-8=-1823/132, 1-17=-1632/113, 8-10=-1718/154 BOT CHORD 16-17=-161/284, 14-16=0/1786, 13-14=0/1943, 11-13=0/1750 WEBS 2-16=0/849, 3-16=-991/50, 3-14=0/531, 6-13=0/533, 6-11=-995/53, 7-11=0/853, 1-16=0/1137, 8-11=0/1138 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-9 to 4-3-1, Interior(1) 4-3-1 to 8-0-0, Exterior(2) 8-0-0 to 13-10-0, Interior(1) 13-10-0 to 33-3-0, Exterior(2) 33-3-0 to 39-1-0, Interior(1) 39-1-0 to 42-7-8 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss A05 Truss Type Piggyback Base Girder Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627763 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:09:54 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-vupuvNH_Y?M_se1GsAMh7hQOpA8ck67EkcMMLtykJIR Scale = 1:82.5 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 31 32 5x9 7x12 MT18HS 5x6 5x9 4x4 4x4 3x4 4x8 4x4 4x4 6x6 3x4 3-1-83-1-8 7-1-84-0-0 12-0-04-10-8 18-3-126-3-12 24-7-86-3-12 30-11-46-3-12 37-3-06-3-12 41-1-43-10-4 45-3-04-1-12 -1-4-8 1-4-8 3-1-8 3-1-8 7-1-8 4-0-0 12-0-0 4-10-8 18-3-12 6-3-12 24-7-8 6-3-12 30-11-4 6-3-12 37-3-0 6-3-12 41-1-4 3-10-4 45-3-0 4-1-12 46-7-8 1-4-8 1-11-85-1-09-11-81-11-89-11-812.00 12 Plate Offsets (X,Y)-- [3:0-7-4,0-1-12], [5:0-10-4,0-1-12], [8:0-3-0,Edge], [10:0-7-4,0-1-12], [12:0-3-0,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.48 0.23 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.26 0.06 (loc) 19-20 19-20 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 321 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-7 max.): 3-4, 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 24-25,14-15. WEBS 1 Row at midpt 4-22, 6-20, 6-19, 7-19, 9-17, 10-16 REACTIONS. (size)25=0-3-8, 14=0-3-8 Max Horz 25=224(LC 9) Max Uplift 25=-42(LC 10), 14=-1(LC 10) Max Grav 25=2651(LC 36), 14=2014(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2368/47, 3-4=-2828/12, 4-5=-2841/55, 5-6=-2370/72, 6-7=-2356/71, 7-9=-2356/71, 9-10=-2065/77, 10-11=-2014/81, 11-12=-1850/26, 2-25=-2665/43, 12-14=-1955/24 BOT CHORD 23-24=0/1743, 22-23=0/2977, 20-22=0/2056, 19-20=0/2434, 17-19=0/2095, 16-17=0/1382, 15-16=0/1246 WEBS 3-24=-438/332, 3-23=0/1877, 4-23=-1394/98, 4-22=-1282/61, 5-22=0/1071, 5-20=-49/831, 6-20=-470/121, 7-19=-364/65, 9-19=0/592, 9-17=-892/61, 10-17=0/1294, 11-16=-11/253, 11-15=-475/8, 2-24=0/1812, 12-15=0/1306 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 5x6 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14. 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 87 lb up at 3-1-8 on top chord, and 170 lb down and 199 lb up at 3-1-8, and 688 lb down at 3-11-4 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 August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss A05 Truss Type Piggyback Base Girder Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627763 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:09:54 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-vupuvNH_Y?M_se1GsAMh7hQOpA8ck67EkcMMLtykJIR LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-10=-60, 10-12=-60, 12-13=-60, 14-25=-20 Concentrated Loads (lb) Vert: 3=-22(B) 24=-100(B) 29=-688(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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss A06 Truss Type Piggyback Base Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627764 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:09:56 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-rGwfK2JF4dci6xBfzaP9D6Vj1_ksCwKXBwrTPlykJIP Scale = 1:69.6 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 5x6 6x6 3x4 5x6 4x8 4x8 3x4 3x4 3x4 4x4 4x4 5x9 3x4 5x6 5-1-85-1-8 12-0-06-10-8 20-5-08-5-0 28-10-08-5-0 37-3-08-5-0 39-0-01-9-0 -1-4-8 1-4-8 5-1-8 5-1-8 9-1-8 4-0-0 12-0-0 2-10-8 18-3-12 6-3-12 24-7-8 6-3-12 30-11-4 6-3-12 37-3-0 6-3-12 39-0-0 1-9-0 1-11-87-1-09-11-88-2-89-11-812.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-4-4,0-1-12], [5:0-4-4,0-1-12], [8:0-3-0,Edge], [10:0-4-4,0-1-12], [12:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.62 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.33 0.07 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 239 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-13 max.): 3-4, 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 6-18, 6-16, 7-14, 9-13, 11-12 REACTIONS. (size)20=0-3-8, 12=0-3-8 Max Horz 20=264(LC 13) Max Uplift 20=-1(LC 14) Max Grav 20=1710(LC 20), 12=1671(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1634/117, 3-4=-1122/123, 4-5=-2087/195, 5-6=-1491/167, 6-7=-1726/167, 7-9=-1357/151, 9-10=-369/127, 10-11=-536/175, 2-20=-1670/138, 11-12=-1732/75 BOT CHORD 19-20=-352/373, 18-19=-246/1773, 16-18=-184/1763, 14-16=-160/1636, 13-14=-125/1163 WEBS 3-19=0/840, 4-19=-1199/60, 4-18=-633/139, 5-18=-56/1200, 6-18=-523/30, 7-16=-3/333, 7-14=-666/95, 9-14=0/976, 9-13=-1540/105, 2-19=0/1102, 11-13=-85/1465 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 2-6-5, Interior(1) 2-6-5 to 5-1-8, Exterior(2) 5-1-8 to 9-1-8, Interior(1) 9-1-8 to 12-0-0, Exterior(2) 12-0-0 to 15-10-13, Interior(1) 15-10-13 to 37-3-0, Exterior(2) 37-3-0 to 38-10-4 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss A07 Truss Type Piggyback Base Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627765 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:09:58 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-nf2PlkKVcEtQLFK25?RdIXa3qoT6gw5qfEKaUeykJIN Scale = 1:80.3 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 31 32 33 5x12 MT18HS 5x6 6x8 6x12 MT20HS 5x9 5x6 3x4 5x6 3x4 4x8 1.5x4 4x8 1.5x4 1.5x4 1.5x4 1.5x4 5x9 5x6 6x8 3x4 5x6 7-1-87-1-8 11-1-84-0-0 12-0-00-10-8 17-10-05-10-0 23-8-05-10-0 23-8-80-0-8 30-6-06-9-8 37-3-86-9-8 39-0-01-8-8 -1-4-8 1-4-8 7-1-8 7-1-8 11-1-8 4-0-0 12-0-0 0-10-8 17-10-0 5-10-0 23-8-0 5-10-0 23-8-8 0-0-8 30-6-0 6-9-8 37-3-8 6-9-8 39-0-0 1-8-8 1-11-89-1-09-11-09-11-88-2-89-11-812.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-10-4,0-1-12], [5:0-4-12,0-1-8], [10:0-7-4,0-1-12], [11:0-3-0,0-1-12], [12:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.45 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.22 0.05 (loc) 14-16 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18HS Weight: 280 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-12 max.): 3-4, 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-22, 4-21, 6-18, 7-18, 8-14, 9-14, 10-13, 11-12 REACTIONS. (size)23=0-3-8, 12=0-3-8 Max Horz 23=264(LC 13) Max Uplift 23=-1(LC 14) Max Grav 23=1650(LC 20), 12=1658(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1639/134, 3-4=-1435/165, 4-5=-1974/227, 5-6=-1657/181, 6-7=-1657/181, 7-8=-1638/177, 8-9=-1188/157, 9-10=-1189/157, 10-11=-496/179, 2-23=-1583/151, 11-12=-1702/91 BOT CHORD 22-23=-378/469, 21-22=-209/1138, 20-21=-189/1459, 18-20=-188/1463, 17-18=-153/1656, 16-17=-153/1655, 14-16=-153/1655, 13-14=-69/311 WEBS 3-21=-37/923, 4-21=-1387/161, 5-21=-128/499, 5-20=0/292, 5-18=-10/550, 6-18=-360/93, 8-14=-819/58, 9-14=-439/109, 10-14=-89/1539, 10-13=-1216/193, 2-22=0/995, 11-13=-92/1450 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 2-6-5, Interior(1) 2-6-5 to 7-1-8, Exterior(2) 7-1-8 to 11-1-8, Interior(1) 11-1-8 to 12-0-0, Exterior(2) 12-0-0 to 15-10-13, Interior(1) 15-10-13 to 37-3-8, Exterior(2) 37-3-8 to 38-10-4 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss A08 Truss Type Piggyback Base Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627766 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:09:59 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-Frcny4L7NY?HzPvEfjysqk7GABm6PO1zuu3704ykJIM Scale = 1:75.2 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 23 24 25 26 27 28 29 6x8 5x9 5x9 3x4 3x4 5x6 4x4 4x8 3x4 5x6 1.5x4 1.5x4 6x8 5x6 5x6 5x6 8-0-08-0-0 15-10-07-10-0 23-8-07-10-0 25-8-82-0-8 32-2-86-6-0 39-0-06-9-8 -1-4-8 1-4-8 8-0-0 8-0-0 15-10-0 7-10-0 23-8-0 7-10-0 25-8-8 2-0-8 32-2-8 6-6-0 39-0-0 6-9-8 1-11-87-11-09-11-87-11-09-11-812.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-0], [3:0-5-8,0-3-0], [5:0-3-8,0-2-12], [6:0-5-4,0-2-8], [9:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.53 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.28 0.06 (loc) 13-14 13-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 256 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP DSS *Except* 5-6,6-8: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 3-16, 4-14, 6-13, 6-10 REACTIONS. (size)9=0-3-8, 17=0-3-8 Max Horz 17=260(LC 13) Max Uplift 17=-1(LC 14) Max Grav 9=1647(LC 20), 17=1680(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1706/120, 3-4=-1640/170, 4-5=-1639/171, 5-6=-2251/198, 6-7=-1248/125, 7-8=-1248/126, 8-9=-1520/126, 2-17=-1613/143 BOT CHORD 16-17=-341/432, 14-16=-194/1179, 13-14=-156/1633, 11-13=-166/1906, 10-11=-166/1908 WEBS 3-14=-27/881, 4-14=-540/121, 5-13=-61/1312, 6-13=-1118/132, 6-10=-1037/72, 7-10=-463/123, 8-10=-106/1834, 2-16=0/1059 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 2-6-5, Interior(1) 2-6-5 to 8-0-0, Exterior(2) 8-0-0 to 11-10-13, Interior(1) 11-10-13 to 23-8-0, Exterior(2) 23-8-0 to 25-8-8, Interior(1) 25-8-8 to 38-10-4 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss A09 Truss Type Piggyback Base Qty 2 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627767 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:08 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-UafBr9SmFJ7?Yn5zg6dzie?qyqt70XHIyol6q3ykJID Scale = 1:62.1 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 16 17 18 19 20 21 6x8 6x8 3x4 3x4 4x4 4x8 3x4 4x4 5x6 3x4 5x6 3x4 8-0-08-0-0 15-10-07-10-0 23-8-07-10-0 31-8-08-0-0 -1-4-8 1-4-8 8-0-0 8-0-0 15-10-0 7-10-0 23-8-0 7-10-0 31-8-0 8-0-0 1-11-89-11-81-11-89-11-812.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-0], [3:0-5-8,0-3-0], [5:0-5-8,0-3-0], [6:0-3-0,0-1-0], [7:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.40 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.18 0.02 (loc) 8-10 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 212 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP DSS BOT CHORD 2x4 SPF 1650F 1.5E 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS. (size)13=0-3-8, 7=0-3-8 Max Horz 13=204(LC 13) Max Uplift 13=-10(LC 14) Max Grav 13=1353(LC 20), 7=1267(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1325/113, 3-4=-1106/163, 4-5=-1106/163, 5-6=-1322/109, 2-13=-1287/136, 6-7=-1201/96 BOT CHORD 12-13=-154/274, 10-12=0/919, 8-10=0/862 WEBS 3-10=-23/484, 4-10=-512/104, 5-10=-26/480, 2-12=0/798, 6-8=0/801 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 1-9-8, Interior(1) 1-9-8 to 8-0-0, Exterior(2) 8-0-0 to 12-5-12, Interior(1) 12-5-12 to 23-8-0, Exterior(2) 23-8-0 to 28-1-12, Interior(1) 28-1-12 to 31-6-7 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss A10 Truss Type Piggyback Base Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627768 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:10 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-RzmyGrT1nwNjn5FLoXfRn34A_dZbURobP6ECvyykJIB Scale = 1:58.5 1 2 3 4 5 12 11 10 9 8 7 6 13 14 15 16 17 18 6x8 6x8 3x4 3x4 4x4 4x8 3x4 4x4 5x6 3x4 5x6 3x4 8-0-08-0-0 15-10-07-10-0 23-8-07-10-0 31-8-08-0-0 8-0-0 8-0-0 15-10-0 7-10-0 23-8-0 7-10-0 31-8-0 8-0-0 1-11-89-11-81-11-89-11-812.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-4], [2:0-5-8,0-3-0], [4:0-5-8,0-3-0], [5:0-3-0,0-1-4], [6:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.40 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.18 0.02 (loc) 7-9 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP DSS BOT CHORD 2x4 SPF 1650F 1.5E 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.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS. (size)12=0-3-8, 6=0-3-8 Max Horz 12=-187(LC 12) Max Grav 12=1269(LC 19), 6=1269(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1324/108, 2-3=-1109/162, 3-4=-1109/162, 4-5=-1325/109, 1-12=-1203/94, 5-6=-1203/96 BOT CHORD 11-12=-142/255, 9-11=0/925, 7-9=0/863 WEBS 2-9=-25/482, 3-9=-509/101, 4-9=-25/482, 1-11=0/800, 5-7=0/802 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-9 to 3-3-9, Interior(1) 3-3-9 to 8-0-0, Exterior(2) 8-0-0 to 12-5-12, Interior(1) 12-5-12 to 23-8-0, Exterior(2) 23-8-0 to 28-1-12, Interior(1) 28-1-12 to 31-6-7 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss B01 Truss Type Half Hip Girder Qty 1 Ply 2 OBERLINE RESIDENCE Job Reference (optional) I47627769 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:16 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-F68DWuYnMm8sV0iV8nmr0KKAS2hPu3QTo2hX7bykJI5 Scale = 1:57.9 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 4x8 3x4 5x6 5x6 5x6 5x6 5x6 3x4 3x4 4x8 1.5x4 3x4 4x8 1.5x4 5x9 4x8 5x6 3-1-123-1-12 6-0-02-10-4 12-8-146-8-14 19-4-06-7-2 25-11-26-7-2 32-8-06-8-14 -1-4-8 1-4-8 3-1-12 3-1-12 6-0-0 2-10-4 12-8-14 6-8-14 19-4-0 6-7-2 25-11-2 6-7-2 32-8-0 6-8-14 1-11-87-11-812.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [4:0-6-4,0-1-12], [10:Edge,0-3-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.40 0.12 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.10 0.02 (loc) 13-15 13-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 439 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS 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.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. WEBS 1 Row at midpt 9-10 REACTIONS. (size)10=Mechanical, 18=0-3-8 Max Horz 18=222(LC 7) Max Uplift 10=-942(LC 7), 18=-901(LC 10) Max Grav 10=2789(LC 33), 18=2727(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2363/849, 3-4=-2604/950, 4-5=-2851/1027, 5-6=-2850/1027, 6-8=-1983/714, 8-9=-1983/714, 9-10=-2554/906, 2-18=-2684/925 BOT CHORD 16-17=-701/1687, 15-16=-732/1876, 13-15=-1023/2922, 11-13=-1023/2922 WEBS 3-17=-624/119, 3-16=-141/417, 4-16=-98/286, 4-15=-498/1560, 5-15=-789/337, 6-13=-50/505, 6-11=-1446/482, 8-11=-802/362, 9-11=-995/2949, 2-17=-575/1804 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 10=942, 18=901. 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 August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss B01 Truss Type Half Hip Girder Qty 1 Ply 2 OBERLINE RESIDENCE Job Reference (optional) I47627769 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:16 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-F68DWuYnMm8sV0iV8nmr0KKAS2hPu3QTo2hX7bykJI5 NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 121 lb down and 110 lb up at 6-0-0, 123 lb down and 105 lb up at 8-0-12, 123 lb down and 105 lb up at 10-0-12, 120 lb down and 105 lb up at 12-0-12, 120 lb down and 105 lb up at 14-0-12, 120 lb down and 105 lb up at 16-0-12, 120 lb down and 105 lb up at 18-0-12, 120 lb down and 105 lb up at 20-0-12, 123 lb down and 105 lb up at 22-0-12, 123 lb down and 105 lb up at 24-0-12, 123 lb down and 105 lb up at 26-0-12, 123 lb down and 105 lb up at 28-0-12, and 123 lb down and 105 lb up at 30-0-12, and 120 lb down and 100 lb up at 32-0-12 on top chord, and 414 lb down and 295 lb up at 4-0-12, 77 lb down and 44 lb up at 6-0-12, 77 lb down and 44 lb up at 8-0-12, 77 lb down and 44 lb up at 10-0-12, 77 lb down and 44 lb up at 12-0-12, 77 lb down and 44 lb up at 14-0-12, 77 lb down and 44 lb up at 16-0-12, 77 lb down and 44 lb up at 18-0-12, 77 lb down and 44 lb up at 20-0-12, 77 lb down and 44 lb up at 22-0-12, 77 lb down and 44 lb up at 24-0-12, 77 lb down and 44 lb up at 26-0-12, 77 lb down and 44 lb up at 28-0-12, and 77 lb down and 44 lb up at 30-0-12, and 88 lb down and 39 lb up at 32-0-12 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=-60, 2-4=-60, 4-9=-60, 10-18=-20 Concentrated Loads (lb) Vert: 4=-102(B) 7=-102(B) 16=-39(B) 8=-102(B) 11=-39(B) 20=-102(B) 21=-102(B) 23=-102(B) 24=-102(B) 25=-102(B) 26=-102(B) 27=-102(B) 29=-102(B) 30=-102(B) 31=-102(B) 32=-118(B) 33=-375(B) 34=-39(B) 36=-39(B) 37=-39(B) 38=-39(B) 39=-39(B) 40=-39(B) 41=-39(B) 42=-39(B) 43=-39(B) 44=-39(B) 46=-39(B) 47=-44(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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss B02 Truss Type Hip Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627770 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:20 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-8uNkMGbIQ?eI_d0GNdqnBAVtXfxTqxm3jffkGMykJI1 Scale = 1:62.0 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 24 25 26 5x6 5x6 4x8 4x8 5x6 5x6 8-0-08-0-0 16-4-08-4-0 24-8-08-4-0 32-8-08-0-0 -1-4-8 1-4-8 8-0-0 8-0-0 13-6-11 5-6-11 19-1-5 5-6-11 24-8-0 5-6-11 32-8-0 8-0-0 1-11-89-9-69-11-81-11-89-9-612.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-0], [8:0-3-0,0-1-0], [9:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.56 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.22 0.03 (loc) 10-12 12-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 204 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP DSS *Except* 3-5,5-7: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-10 REACTIONS. (size)15=0-3-8, 9=Mechanical Max Horz 15=204(LC 13) Max Uplift 15=-9(LC 14) Max Grav 15=1394(LC 20), 9=1307(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1372/113, 3-4=-903/155, 4-6=-1187/155, 6-7=-907/153, 7-8=-1368/108, 2-15=-1328/137, 8-9=-1242/96 BOT CHORD 14-15=-154/279, 12-14=0/1196, 10-12=0/1179 WEBS 3-14=0/573, 4-14=-571/46, 6-10=-565/43, 7-10=0/569, 2-14=0/826, 8-10=0/829 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 1-10-11, Interior(1) 1-10-11 to 8-0-0, Exterior(2) 8-0-0 to 12-7-7, Interior(1) 12-7-7 to 24-8-0, Exterior(2) 24-8-0 to 29-3-7, Interior(1) 29-3-7 to 32-6-7 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) 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) 15. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss B03 Truss Type Piggyback Base Qty 5 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627771 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:23 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-YT3s_HdAjw0tr5lr2lOUpo7NntzA1IXVPdtOshykJI_ Scale = 1:58.5 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 24 25 26 5x6 5x6 4x8 4x8 5x6 5x6 8-0-08-0-0 16-4-08-4-0 24-8-08-4-0 32-8-08-0-0 -1-4-8 1-4-8 8-0-0 8-0-0 13-6-11 5-6-11 19-1-5 5-6-11 24-8-0 5-6-11 32-8-0 8-0-0 1-11-89-11-81-11-89-11-812.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-0], [3:0-4-4,0-1-12], [7:0-4-4,0-1-12], [8:0-3-0,0-1-0], [9:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.56 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.22 0.03 (loc) 10-12 12-14 9 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 2x6 SP DSS *Except* 3-5,5-7: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-10 REACTIONS. (size)15=0-3-8, 9=Mechanical Max Horz 15=206(LC 13) Max Uplift 15=-9(LC 14) Max Grav 15=1395(LC 20), 9=1309(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1370/113, 3-4=-899/157, 4-6=-1167/157, 6-7=-903/156, 7-8=-1367/108, 2-15=-1330/137, 8-9=-1243/96 BOT CHORD 14-15=-156/281, 12-14=0/1178, 10-12=0/1161 WEBS 3-14=0/563, 4-14=-555/43, 6-10=-549/40, 7-10=0/559, 2-14=0/820, 8-10=0/823 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 1-10-11, Interior(1) 1-10-11 to 8-0-0, Exterior(2) 8-0-0 to 12-7-7, Interior(1) 12-7-7 to 24-8-0, Exterior(2) 24-8-0 to 29-3-7, Interior(1) 29-3-7 to 32-6-7 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) 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) 15. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss B04 Truss Type Piggyback Base Qty 6 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627772 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:24 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-0fdECdepUD8kTFK1cTvjL0fYXGJQmlofdHdyO8ykJHz Scale = 1:62.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 27 28 29 30 5x6 5x6 4x8 4x8 5x6 5x6 8-0-08-0-0 16-4-08-4-0 24-8-08-4-0 32-8-08-0-0 -1-4-8 1-4-8 8-0-0 8-0-0 13-6-11 5-6-11 19-1-5 5-6-11 24-8-0 5-6-11 32-8-0 8-0-0 34-0-8 1-4-8 1-11-89-11-81-11-89-11-812.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-0], [3:0-4-4,0-1-12], [7:0-4-4,0-1-12], [8:0-3-0,0-1-0], [10:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.56 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.22 0.03 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 209 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP DSS *Except* 3-5,5-7: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-11 REACTIONS. (size)16=0-3-8, 10=0-5-8 Max Horz 16=-216(LC 12) Max Uplift 16=-10(LC 14), 10=-10(LC 14) Max Grav 16=1393(LC 20), 10=1393(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1368/114, 3-4=-898/157, 4-6=-1165/155, 6-7=-898/157, 7-8=-1368/114, 2-16=-1328/138, 8-10=-1328/138 BOT CHORD 15-16=-166/298, 13-15=0/1189, 11-13=0/1171 WEBS 3-15=0/562, 4-15=-553/43, 6-11=-552/43, 7-11=0/562, 2-15=0/818, 8-11=0/821 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 1-10-11, Interior(1) 1-10-11 to 8-0-0, Exterior(2) 8-0-0 to 12-7-7, Interior(1) 12-7-7 to 24-8-0, Exterior(2) 24-8-0 to 29-3-7, Interior(1) 29-3-7 to 34-0-8 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss B05 Truss Type Piggyback Base Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627773 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:26 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-z2k?dJg30rOSiYTQkuxBQRlqv4?IEf2x5b63S0ykJHx Scale = 1:76.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 1211 10 19 20 21 22 23 24 25 26 27 6x12 MT20HS 4x8 6x6 6x6 3x4 3x4 4x4 4x8 1.5x4 1.5x4 1.5x4 4x4 5x6 3x4 5x6 4x4 8-0-0 8-0-0 15-10-0 7-10-0 23-8-0 7-10-0 24-1-8 0-5-8 25-1-8 1-0-0 32-8-0 7-6-8 -1-4-8 1-4-8 8-0-0 8-0-0 15-10-0 7-10-0 23-8-0 7-10-0 24-1-8 0-5-8 25-1-8 1-0-0 32-8-0 7-6-8 34-0-8 1-4-8 1-11-89-6-09-11-81-11-89-11-812.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-0], [3:0-10-4,0-1-12], [5:0-6-4,0-1-12], [6:0-3-0,0-3-8], [7:0-3-8,0-3-0], [8:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.47 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.26 0.02 (loc) 13-15 13-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 221 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SP DSS *Except* 3-5,5-6: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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 (5-10-10 max.): 3-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-12 REACTIONS. (size)18=0-3-8, 10=0-5-8 Max Horz 18=216(LC 13) Max Uplift 18=-10(LC 14), 10=-10(LC 14) Max Grav 18=1400(LC 20), 10=1388(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1375/109, 3-4=-1180/161, 4-5=-1179/161, 5-6=-1282/101, 6-7=-943/151, 7-8=-1374/109, 2-18=-1333/133, 8-10=-1332/132 BOT CHORD 17-18=-167/290, 15-17=0/955, 13-15=0/949, 12-13=0/944, 11-12=0/933 WEBS 3-15=-24/529, 4-15=-524/119, 5-15=-19/457, 5-13=0/430, 6-12=-673/0, 7-11=0/403, 2-17=0/826, 8-11=0/914 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 1-10-11, Interior(1) 1-10-11 to 8-0-0, Exterior(2) 8-0-0 to 11-3-3, Interior(1) 11-3-3 to 23-8-0, Exterior(2) 23-8-0 to 24-1-8, Interior(1) 24-1-8 to 25-1-8, Exterior(2) 25-1-8 to 28-4-11, Interior(1) 28-4-11 to 34-0-8 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss B06 Truss Type Piggyback Base Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627774 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:28 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-vQsl2?hJYSf9xsdprJzfWsqFruipiSvEYvb9XvykJHv Scale = 1:67.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 6x8 5x9 5x6 5x6 3x4 3x4 4x4 4x8 3x4 3x4 1.5x4 3x4 5x6 1.5x4 6x6 3x4 8-0-08-0-0 15-10-07-10-0 23-8-07-10-0 26-1-82-5-8 27-1-81-0-0 32-8-05-6-8 -1-4-8 1-4-8 8-0-0 8-0-0 15-10-0 7-10-0 23-8-0 7-10-0 26-1-8 2-5-8 27-1-8 1-0-0 32-8-0 5-6-8 34-0-8 1-4-8 1-11-87-6-09-11-81-11-89-11-812.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-0], [3:0-5-8,0-3-0], [5:0-3-12,0-2-12], [7:0-4-4,0-1-12], [8:0-2-12,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.40 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.19 0.02 (loc) 15-17 17-18 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 229 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 1-3,3-5: 2x6 SP DSS BOT CHORD 2x4 SPF 1650F 1.5E *Except* 10-14: 2x4 SP DSS 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.): 3-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15 REACTIONS. (size)18=0-3-8, 10=0-5-8 Max Horz 18=217(LC 13) Max Uplift 18=-10(LC 14), 10=-10(LC 14) Max Grav 18=1395(LC 20), 10=1387(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1373/113, 3-4=-1175/163, 4-5=-1174/164, 5-6=-1302/175, 6-7=-900/128, 7-8=-1329/105, 2-18=-1329/136, 8-10=-1363/125 BOT CHORD 17-18=-166/293, 15-17=0/967, 13-15=0/963, 12-13=0/912, 11-12=0/896 WEBS 3-15=-25/536, 4-15=-539/119, 5-15=-23/458, 5-13=-34/340, 6-12=-826/0, 7-11=0/510, 2-17=0/832, 8-11=0/898 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 1-10-11, Interior(1) 1-10-11 to 8-0-0, Exterior(2) 8-0-0 to 11-3-3, Interior(1) 11-3-3 to 23-8-0, Exterior(2) 23-8-0 to 26-1-8, Interior(1) 26-1-8 to 27-1-8, Exterior(2) 27-1-8 to 30-4-11, Interior(1) 30-4-11 to 34-0-8 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss B07 Truss Type Piggyback Base Girder Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627775 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:29 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-NdQ7FLixJmn0Z0C?P0Vu23NQ2H6LR_2OnZKj3LykJHu Scale = 1:67.1 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 4x8 5x6 4x4 4x8 3x4 5x6 5x6 3x4 3x4 4x8 1.5x4 3x4 4x8 4x8 5x6 5x6 4x8 3x4 5x6 5x6 4-1-124-1-12 8-0-03-10-4 13-3-45-3-4 18-4-125-1-8 23-8-05-3-4 28-1-84-5-8 29-1-81-0-0 32-8-03-6-8 -1-4-8 1-4-8 4-1-12 4-1-12 8-0-0 3-10-4 13-3-4 5-3-4 18-4-12 5-1-8 23-8-0 5-3-4 28-1-8 4-5-8 29-1-8 1-0-0 32-8-0 3-6-8 34-0-8 1-4-8 1-11-85-6-09-11-81-11-89-11-812.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [4:0-6-4,0-1-12], [7:0-4-4,0-1-12], [9:0-6-4,0-1-12], [10:0-3-0,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.19 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.02 (loc) 16 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 253 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-2 max.): 4-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22,12-13. WEBS 1 Row at midpt 5-18, 6-18, 6-15 REACTIONS. (size)22=0-3-8, 12=0-5-8 Max Horz 22=216(LC 9) Max Grav 22=1487(LC 1), 12=2062(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1325/18, 3-4=-1391/73, 4-5=-1244/67, 5-6=-1244/67, 6-7=-1160/51, 7-8=-1666/22, 8-9=-1449/0, 9-10=-1869/0, 2-22=-1437/15, 10-12=-2063/0 BOT CHORD 20-21=0/1000, 18-20=0/1012, 16-18=0/1371, 15-16=0/1371, 14-15=0/1474, 13-14=0/1255 WEBS 3-21=-310/9, 4-18=0/693, 5-18=-326/56, 6-16=0/267, 6-15=-511/100, 7-15=0/870, 8-15=-530/14, 8-14=-993/89, 9-14=0/1178, 2-21=0/926, 10-13=0/1371 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down and 54 lb up at 29-1-8 on top chord, and 732 lb down at 28-1-8, and 79 lb down and 93 lb up at 29-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-7=-60, 7-8=-60, 8-9=-60, 9-10=-60, 10-11=-60, 12-22=-20 Continued on page 2 August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss B07 Truss Type Piggyback Base Girder Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627775 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:29 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-NdQ7FLixJmn0Z0C?P0Vu23NQ2H6LR_2OnZKj3LykJHu LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-732(F) 13=-45(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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss B08 Truss Type Piggyback Base Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627776 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:30 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-rp_VSgjZ33vtBAnBzj07bHvaDhOLAUcX0D4GbnykJHt Scale = 1:58.6 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 20 21 22 6x8 5x9 4x4 3x4 3x4 4x4 3x4 4x8 3x4 5x6 3x4 8-0-08-0-0 15-10-07-10-0 23-8-07-10-0 29-10-156-2-15 -1-4-8 1-4-8 8-0-0 8-0-0 15-10-0 7-10-0 23-8-0 7-10-0 29-10-15 6-2-15 1-11-89-11-83-8-99-11-812.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-0], [3:0-5-8,0-3-0], [5:0-3-8,0-3-4], [6:0-0-12,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.40 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.19 0.02 (loc) 9-11 11-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 194 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP DSS *Except* 5-6: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 5-8 REACTIONS. (size)12=0-3-8, 7=Mechanical Max Horz 12=221(LC 13) Max Uplift 12=-10(LC 14) Max Grav 12=1283(LC 20), 7=1198(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1243/110, 3-4=-994/156, 4-5=-994/156, 5-6=-1040/117, 2-12=-1217/133, 6-7=-1157/87 BOT CHORD 11-12=-186/278, 9-11=-41/858, 8-9=-19/678 WEBS 3-9=-28/401, 4-9=-530/110, 5-9=-29/577, 2-11=0/739, 6-8=0/747 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 1-7-8, Interior(1) 1-7-8 to 8-0-0, Exterior(2) 8-0-0 to 12-2-15, Interior(1) 12-2-15 to 23-8-0, Exterior(2) 23-8-0 to 27-10-15, Interior(1) 27-10-15 to 29-9-3 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss C01 Truss Type Common Supported Gable Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627777 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:32 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-nB6GtMkqbh9bQTxa482bgi_zGV8MeNqqTXZNggykJHr Scale = 1:68.9 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 3x4 3x4 4x4 3x4 3x4 3x4 18-10-018-10-0 -1-4-8 1-4-8 9-5-0 9-5-0 18-10-0 9-5-0 20-2-8 1-4-8 1-11-811-4-81-11-812.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.11 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 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. WEBS 1 Row at midpt 7-19, 6-20, 8-18 REACTIONS.All bearings 18-10-0. (lb) - Max Horz 25=234(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 25=-170(LC 12), 14=-155(LC 13), 24=-147(LC 11), 15=-140(LC 10) Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 25=299(LC 25), 14=287(LC 20), 19=407(LC 14), 24=277(LC 12), 15=266(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-204/287, 6-7=-263/354, 7-8=-263/354, 8-9=-204/287 WEBS 7-19=-443/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-4-8 to 1-5-0, Exterior(2) 1-5-0 to 9-5-0, Corner(3) 9-5-0 to 12-5-0, Exterior(2) 12-5-0 to 20-2-8 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 3) 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. 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) 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) 25=170, 14=155, 24=147, 15=140. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss C02 Truss Type Common Qty 3 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627778 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:34 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-kaD0I2m47IPJgn5yCZ43l74IlIje6BB7xr2UkYykJHp Scale = 1:67.4 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 4x4 5x6 4x8 4x4 4x4 3x4 5x6 5x6 3x4 9-5-09-5-0 18-10-09-5-0 -1-4-8 1-4-8 4-10-4 4-10-4 9-5-0 4-6-12 13-11-12 4-6-12 18-10-0 4-10-4 20-2-8 1-4-8 1-11-811-4-81-11-812.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.57 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.31 0.01 (loc) 9-11 9-11 8 l/defl >999 >718 n/a L/d 240 180 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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. (size)11=0-3-8, 8=0-3-8 Max Horz 11=-234(LC 12) Max Uplift 11=-20(LC 14), 8=-20(LC 14) Max Grav 11=837(LC 21), 8=835(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-258/145, 3-4=-605/138, 4-5=-605/138, 5-6=-258/145, 2-11=-337/160, 6-8=-335/160 BOT CHORD 9-11=-11/520, 8-9=0/447 WEBS 4-9=-103/509, 3-11=-606/0, 5-8=-608/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 1-7-8, Interior(1) 1-7-8 to 9-5-0, Exterior(2) 9-5-0 to 12-5-0, Interior(1) 12-5-0 to 20-2-8 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss C03 Truss Type Common Girder Qty 1 Ply 2 OBERLINE RESIDENCE Job Reference (optional) I47627779 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:36 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-gzLnjkoKfvf1v5ELJ_7XqY9dm6T8a42QO9XapRykJHn Scale = 1:72.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 91718192021 6x8 5x6 3x8 MT18HS 5x6 8x8 5x6 8x8 5x6 6x6 5x6 8x8 5x6 6x6 3x8 MT18HS 6x8 3-2-83-2-8 6-1-82-11-0 9-5-03-3-8 12-8-83-3-8 15-7-82-11-0 18-10-03-2-8 3-2-8 3-2-8 6-1-8 2-11-0 9-5-0 3-3-8 12-8-8 3-3-8 15-7-8 2-11-0 18-10-0 3-2-8 20-2-8 1-4-8 1-11-811-4-81-11-812.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [7:0-3-8,Edge], [9:Edge,0-3-8], [10:0-1-12,0-4-8], [11:0-3-8,0-4-12], [12:0-4-0,0-4-8], [13:0-3-8,0-4-12], [15:0-1-12,0-4-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.31 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.02 (loc) 11-12 11-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 313 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS 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. (size)16=0-3-8, 9=0-3-8 Max Horz 16=-223(LC 8) Max Grav 16=6858(LC 1), 9=4850(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5255/0, 2-3=-5098/0, 3-4=-4127/0, 4-5=-4126/0, 5-6=-5010/4, 6-7=-4295/13, 1-16=-5690/0, 7-9=-4779/7 BOT CHORD 15-16=-174/282, 13-15=0/3664, 12-13=0/3556, 11-12=0/3502, 10-11=0/2978 WEBS 4-12=0/5524, 5-12=-1610/705, 5-11=-807/1951, 6-11=-15/1021, 6-10=-1538/0, 3-12=-1687/0, 3-13=0/2069, 2-13=-256/15, 2-15=0/279, 1-15=0/4017, 7-10=0/3327 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 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 6) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1278 lb down at 0-9-4, 1274 lb down at 2-9-4, 1274 lb down at 4-9-4, 1274 lb down at 6-9-4, 1274 lb down at 8-9-4, and 1274 lb down at 10-9-4, and 2522 lb down and 962 lb up at 12-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss C03 Truss Type Common Girder Qty 1 Ply 2 OBERLINE RESIDENCE Job Reference (optional) I47627779 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:36 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-gzLnjkoKfvf1v5ELJ_7XqY9dm6T8a42QO9XapRykJHn LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 7-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 14=-1274(B) 11=-2486(B) 17=-1278(B) 18=-1274(B) 19=-1274(B) 20=-1274(B) 21=-1274(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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss D01 Truss Type Hip Girder Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627780 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:38 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-cLTX8QpbBXvl8OOkRP9?wzE_mwCk27XjrT0htKykJHl Scale = 1:36.6 1 2 3 4 5 9 8 7 6 10 11 4x8 5x6 4x8 3x4 3x4 3x4 4x8 4x8 4-0-04-0-0 8-0-04-0-0 12-0-04-0-0 -1-4-8 1-4-8 4-0-0 4-0-0 8-0-0 4-0-0 12-0-0 4-0-0 1-11-85-11-81-11-85-11-812.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [3:0-6-4,0-1-12], [4:0-4-4,0-1-12], [5:0-2-15,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.05 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 6=0-3-8 Max Horz 9=128(LC 9) Max Uplift 9=-348(LC 10), 6=-319(LC 10) Max Grav 9=849(LC 36), 6=761(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-705/370, 3-4=-466/294, 4-5=-708/365, 2-9=-807/369, 5-6=-721/340 BOT CHORD 7-8=-259/489 WEBS 2-8=-241/494, 5-7=-251/480 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=348, 6=319. 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) 77 lb down and 70 lb up at 4-0-0, and 84 lb down and 65 lb up at 6-0-12, and 77 lb down and 70 lb up at 8-0-0 on top chord, and 269 lb down and 262 lb up at 4-0-0, and 56 lb down and 66 lb up at 6-0-12, and 269 lb down and 262 lb up at 7-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss D01 Truss Type Hip Girder Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627780 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:38 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-cLTX8QpbBXvl8OOkRP9?wzE_mwCk27XjrT0htKykJHl LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=-35(B) 4=-35(B) 8=-191(B) 7=-191(B) 10=-35(B) 11=-19(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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss D02 Truss Type Common Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627781 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:39 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-4Y1vLlqDyq1bmYzw_6gESAn6pJVYnbfs47lFQmykJHk Scale: 1/4"=1' 1 2 3 4 7 6 5 8 9 10 4x4 5x9 3x4 3x4 4x8 5x9 6-0-06-0-0 12-0-06-0-0 -1-4-8 1-4-8 6-0-0 6-0-0 12-0-0 6-0-0 1-11-87-11-81-11-812.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.20 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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. (size)7=0-3-8, 5=Mechanical Max Horz 7=165(LC 13) Max Uplift 7=-23(LC 14) Max Grav 7=566(LC 1), 5=462(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-413/83, 3-4=-404/76, 2-7=-514/108, 4-5=-410/65 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 1-7-8, Interior(1) 1-7-8 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0, Interior(1) 9-0-0 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss E01 Truss Type Hip Girder Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627782 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:40 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-YkaHZ5rrj89SOiY6YqBT?OKKMjuGW1h?JnVoyCykJHj Scale = 1:36.6 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 4x8 4x8 5x6 5x6 3x4 4x8 1.5x4 3x4 5x6 5x6 4-0-04-0-0 6-10-82-10-8 9-9-02-10-8 13-9-04-0-0 -1-4-8 1-4-8 4-0-0 4-0-0 6-10-8 2-10-8 9-9-0 2-10-8 13-9-0 4-0-0 15-1-8 1-4-8 1-11-85-11-81-11-85-11-812.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [3:0-6-4,0-1-12], [5:0-6-4,0-1-12], [6:0-3-0,0-1-15], [8:Edge,0-3-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.04 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.02 0.00 (loc) 11 10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)12=0-3-8, 8=0-5-8 Max Horz 12=-137(LC 8) Max Uplift 12=-398(LC 10), 8=-393(LC 10) Max Grav 12=953(LC 36), 8=948(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-801/417, 3-4=-598/362, 4-5=-598/362, 5-6=-796/412, 2-12=-908/415, 6-8=-903/410 BOT CHORD 10-11=-279/569, 9-10=-244/542 WEBS 2-11=-267/559, 6-9=-263/555 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=398, 8=393. 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) 77 lb down and 70 lb up at 4-0-0, 84 lb down and 65 lb up at 5-8-4, and 84 lb down and 65 lb up at 7-8-4, and 77 lb down and 70 lb up at 9-9-0 on top chord, and 269 lb down and 262 lb up at 4-0-0, 56 lb down and 66 lb up at 5-8-4, and 56 lb down and 66 lb up at 7-8-4, and 269 lb down and 262 lb up at 9-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss E01 Truss Type Hip Girder Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627782 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:41 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-1w8gmRrTUSHJ?s7I6XiiXbsV67EVFUx9YQELUfykJHi LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-12=-20 Concentrated Loads (lb) Vert: 3=-35(F) 5=-35(F) 11=-191(F) 9=-191(F) 13=-35(F) 14=-35(F) 15=-19(F) 16=-19(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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss E02 Truss Type Hip Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627783 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:42 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-V7i2_ns5FlPAd0iVgFEx4pPeuXXM_xkIm4_v05ykJHh Scale = 1:45.9 1 2 3 4 5 6 10 9 8 7 11 12 4x8 5x6 3x4 3x4 3x4 6x6 6x6 4x8 6-0-06-0-0 7-9-01-9-0 13-9-06-0-0 -1-4-8 1-4-8 6-0-0 6-0-0 7-9-0 1-9-0 13-9-0 6-0-0 15-1-8 1-4-8 1-11-87-11-81-11-87-11-812.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12], [4:0-4-4,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.19 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.00 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-5-8 Max Horz 10=-175(LC 12) Max Uplift 10=-24(LC 14), 7=-24(LC 14) Max Grav 10=630(LC 1), 7=630(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-478/95, 3-4=-282/121, 4-5=-478/95, 2-10=-572/119, 5-7=-572/119 BOT CHORD 8-9=0/280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 1-7-8, Interior(1) 1-7-8 to 6-0-0, Exterior(2) 6-0-0 to 11-11-15, Interior(1) 11-11-15 to 15-1-8 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss E03 Truss Type Common Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627784 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:43 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-zJGQB7tj03X1F9HhDylAc0yo1xsUjPVS?kjSZXykJHg Scale = 1:52.9 1 2 3 4 5 8 7 6 9 10 11 12 4x4 3x4 3x4 4x8 6x8 6x8 6-10-86-10-8 13-9-06-10-8 -1-4-8 1-4-8 6-10-8 6-10-8 13-9-0 6-10-8 15-1-8 1-4-8 1-11-88-10-01-11-812.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.26 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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. (size)8=0-3-8, 6=0-5-8 Max Horz 8=189(LC 13) Max Uplift 8=-24(LC 14), 6=-24(LC 14) Max Grav 8=630(LC 1), 6=630(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-480/88, 3-4=-480/88, 2-8=-570/110, 4-6=-570/110 BOT CHORD 7-8=-161/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 1-7-8, Interior(1) 1-7-8 to 6-10-8, Exterior(2) 6-10-8 to 9-10-8, Interior(1) 9-10-8 to 15-1-8 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss E04 Truss Type Common Qty 2 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627785 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:45 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-viOAcpv_XgolUTQ4LNneiR17SkXxBJ_kS2CZdQykJHe Scale = 1:52.9 1 2 3 4 7 6 5 8 9 10 11 5x6 6x6 3x4 3x4 4x8 6x6 6-10-86-10-8 13-9-06-10-8 -1-4-8 1-4-8 6-10-8 6-10-8 13-9-0 6-10-8 1-11-88-10-01-11-812.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.27 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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. (size)7=0-3-8, 5=0-5-8 Max Horz 7=180(LC 13) Max Uplift 7=-22(LC 14) Max Grav 7=635(LC 1), 5=533(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-486/86, 3-4=-477/80, 2-7=-575/109, 4-5=-474/67 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 1-7-8, Interior(1) 1-7-8 to 6-10-8, Exterior(2) 6-10-8 to 9-10-8, Interior(1) 9-10-8 to 13-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss EJ01 Truss Type Jack-Open Qty 14 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627786 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:46 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-NuyZp9vcI_wc6d?Gv5ItEfaGW8sawkquhiy69sykJHd Scale = 1:45.8 1 2 5 4 6 3 1.5x4 5x6 3x4 6-0-06-0-0 -1-4-8 1-4-8 6-0-0 6-0-0 1-11-87-11-87-5-17-11-812.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.55 0.37 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 -0.01 (loc) 4-5 4-5 3 l/defl >997 >499 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 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. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=214(LC 14) Max Uplift 3=-85(LC 14), 4=-24(LC 14) Max Grav 5=336(LC 1), 3=176(LC 20), 4=117(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-277/0 WEBS 2-4=-217/258 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 1-7-8, Interior(1) 1-7-8 to 5-11-4 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss EJ01A Truss Type Jack-Closed Girder Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627787 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:47 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-r4Wx1VwE3I2TjnaSSop6ns6WgYH1fA01wMhgiIykJHc Scale = 1:37.3 1 2 3 4 5 9 8 7 6 3x4 4x8 1.5x4 5x6 3x4 4x8 4-0-04-0-0 6-0-02-0-0 -1-4-8 1-4-8 4-0-0 4-0-0 6-0-0 2-0-0 1-11-85-11-812.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [3:0-6-8,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.03 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 8 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP DSS 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: 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 7=Mechanical Max Horz 9=168(LC 7) Max Uplift 9=-93(LC 10), 7=-275(LC 7) Max Grav 9=400(LC 34), 7=466(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-354/104, 2-3=-259/112 WEBS 3-8=-187/277, 3-7=-384/246 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 7=275. 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) 77 lb down and 70 lb up at 4-0-0 on top chord, and 269 lb down and 262 lb up at 4-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-9=-20 Continued on page 2 August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss EJ01A Truss Type Jack-Closed Girder Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627787 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:47 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-r4Wx1VwE3I2TjnaSSop6ns6WgYH1fA01wMhgiIykJHc LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-191(F) 3=-35(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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss EJ02 Truss Type Jack-Open Qty 11 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627788 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:48 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-JG3JEqxsqbAKLx9f0VKLJ4fhvybTOgkB90RDElykJHb Scale = 1:33.1 1 2 5 4 6 7 3 1.5x4 4x8 3x4 4-0-04-0-0 -1-4-8 1-4-8 4-0-0 4-0-0 1-11-85-11-85-5-15-11-812.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.15 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 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 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=169(LC 14) Max Uplift 3=-46(LC 14), 4=-46(LC 14) Max Grav 5=262(LC 1), 3=105(LC 20), 4=77(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 1-7-8, Interior(1) 1-7-8 to 3-11-4 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss EJ03 Truss Type Jack-Open Qty 7 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627789 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:49 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-oTdhSAyUbvIBz4kraDsasHCtjLyR76EKNgAnmBykJHa Scale = 1:30.0 1 2 5 4 6 7 3 1.5x4 5x6 3x4 3-4-83-4-8 -1-4-8 1-4-8 3-4-8 3-4-8 1-11-85-4-04-9-95-4-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [4:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.10 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 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 3-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=154(LC 14) Max Uplift 3=-32(LC 14), 4=-56(LC 14) Max Grav 5=240(LC 1), 3=81(LC 20), 4=65(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 1-7-8, Interior(1) 1-7-8 to 3-3-12 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss EJ03G Truss Type Monopitch Girder Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627790 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:50 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-GfB3fWy6MDQ2aEJ18wNpPVk2zlGYsZqUcKwKIdykJHZ Scale = 1:30.0 1 2 4 35 4x8 1.5x4 4x4 3x4 3-4-83-4-8 3-4-8 3-4-8 1-11-85-4-012.00 12 Plate Offsets (X,Y)-- [1:0-2-15,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.17 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=0-3-8 Max Horz 4=127(LC 9) Max Grav 3=470(LC 1), 4=309(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 513 lb down at 2-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-513(B) August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss EJ03H Truss Type Monopitch Girder Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627791 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:52 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-C2Jq4C_NuqglqYTQFLPHUwqOTZy4KTJm4ePRNWykJHX Scale = 1:30.0 1 2 4 35 4x8 4x4 4x4 3x4 3-4-83-4-8 3-4-8 3-4-8 1-11-85-4-04-9-95-4-012.00 12 Plate Offsets (X,Y)-- [1:0-2-15,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.17 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 4=0-3-8 Max Horz 4=127(LC 9) Max Uplift 2=-58(LC 7) Max Grav 2=110(LC 15), 3=282(LC 1), 4=330(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 442 lb down at 1-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-442(F) August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss EJ05 Truss Type Jack-Open Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627792 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:53 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-gEtCHY??f8ocRi2cp3wW07MYCzHZ3wqwII9_vyykJHW Scale = 1:28.8 1 4 2 3 3x4 3x4 3-1-83-1-8 3-1-8 3-1-8 1-11-85-1-04-6-95-1-012.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.20 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.06 (loc) 3-4 3-4 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 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=97(LC 14) Max Uplift 2=-65(LC 14), 3=-15(LC 14) Max Grav 4=117(LC 1), 2=97(LC 19), 3=57(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss EJ05G Truss Type Monopitch Girder Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627793 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:54 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-8QRaVu?dQRwT3scoNmRlZLvlJMZEoNq3XyuXSOykJHV Scale = 1:28.8 1 2 4 35 4x8 1.5x4 4x4 3x4 3-1-83-1-8 3-1-8 3-1-8 1-11-85-1-012.00 12 Plate Offsets (X,Y)-- [1:0-2-15,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.51 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=0-3-8 Max Horz 4=120(LC 9) Max Grav 3=708(LC 1), 4=1136(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1630 lb down at 1-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-1618(B) August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss F01 Truss Type Common Supported Gable Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627794 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:56 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-4pYLwZ1ty3ABI9mBUBUDem_4HALAFGkM_GNeWHykJHT Scale = 1:49.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 32 31 30 29 28 27 26 25 24 23 22 21 20 33 34 3x4 4x4 3x4 3x4 5x6 3x4 27-8-027-8-0 -1-4-8 1-4-8 13-10-0 13-10-0 27-8-0 13-10-0 29-0-8 1-4-8 0-4-37-3-30-4-36.00 12 Plate Offsets (X,Y)-- [27:0-3-0,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.09 0.03 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 19 19 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 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 27-8-0. (lb) - Max Horz 2=102(LC 15) Max Uplift All uplift 100 lb or less at joint(s) 2, 27, 28, 29, 30, 31, 25, 24, 23, 22, 21, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 26, 27, 28, 29, 30, 31, 32, 25, 24, 23, 22, 21, 20, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=28ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-4-8 to 1-10-0, Exterior(2) 1-10-0 to 13-10-0, Corner(3) 13-10-0 to 16-10-0, Exterior(2) 16-10-0 to 29-0-8 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 3) 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. 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 27, 28, 29, 30, 31, 25, 24, 23, 22, 21, 18. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss F02 Truss Type Common Qty 11 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627795 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:57 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-Z?6j7v2VjMI2wJLN2u?SBzX9OaYL_iGWDw7C2jykJHS Scale = 1:48.8 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 17 18 19 3x4 5x6 3x4 4x4 3x4 3x4 1.5x4 3x4 1.5x4 4x4 9-4-139-4-13 18-3-38-10-5 27-8-09-4-13 -1-4-8 1-4-8 7-2-4 7-2-4 13-10-0 6-7-12 20-5-12 6-7-12 27-8-0 7-2-4 29-0-8 1-4-8 0-4-37-3-30-4-36.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.61 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.41 0.06 (loc) 10-12 2-12 8 l/defl >999 >804 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 8=0-5-8 Max Horz 2=-102(LC 14) Max Uplift 2=-16(LC 16), 8=-16(LC 16) Max Grav 2=1185(LC 1), 8=1185(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1890/65, 3-5=-1662/89, 5-7=-1662/89, 7-8=-1890/65 BOT CHORD 2-12=0/1609, 10-12=0/1063, 8-10=0/1603 WEBS 5-10=0/670, 7-10=-433/125, 5-12=0/673, 3-12=-433/125 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 1-7-8, Interior(1) 1-7-8 to 13-10-0, Exterior(2) 13-10-0 to 16-10-0, Interior(1) 16-10-0 to 29-0-8 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss F03 Truss Type Common Qty 9 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627796 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:10:58 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-1Cg5LF38TgQvYTwaccWhjB3LO_w2j1vfSaslb9ykJHR Scale = 1:46.3 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 3x4 5x6 3x4 3x4 3x4 3x4 1.5x4 4x8 3x4 5x6 7-2-47-2-4 13-10-06-7-12 22-8-88-10-8 -1-4-8 1-4-8 7-2-4 7-2-4 13-10-0 6-7-12 18-1-8 4-3-8 22-8-8 4-7-0 0-4-37-3-32-9-156.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.45 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.31 0.03 (loc) 8-9 8-9 8 l/defl >999 >874 n/a L/d 240 180 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 8=Mechanical Max Horz 2=135(LC 15) Max Uplift 2=-20(LC 16) Max Grav 2=993(LC 1), 8=890(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1510/43, 3-5=-894/86, 5-6=-852/89 BOT CHORD 2-11=-78/1264, 9-11=-78/1264, 8-9=-58/653 WEBS 3-11=0/273, 3-9=-647/72, 5-9=0/450, 6-8=-908/70 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 1-7-8, Interior(1) 1-7-8 to 13-10-0, Exterior(2) 13-10-0 to 16-10-0, Interior(1) 16-10-0 to 22-6-12 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 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) 2. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss G01 Truss Type Hip Girder Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627797 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:00 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-zaorlx4O?Hhdnn4yj1Y9pc9lMnj4B49yvuLsf2ykJHP Scale = 1:36.4 1 2 3 4 5 6 10 9 8 7 11 12 4x8 4x4 3x4 3x4 3x4 4x8 4x8 4x8 4-0-04-0-0 6-7-02-7-0 10-7-04-0-0 -1-4-8 1-4-8 4-0-0 4-0-0 6-7-0 2-7-0 10-7-0 4-0-0 11-11-8 1-4-8 1-11-85-11-81-11-85-11-812.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [3:0-6-4,0-1-12], [4:0-2-4,0-1-12], [5:0-2-15,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.14 0.03 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 0.00 (loc) 9 9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=137(LC 9) Max Uplift 10=-351(LC 10), 7=-352(LC 10) Max Grav 10=790(LC 36), 7=791(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-649/370, 3-4=-416/295, 4-5=-654/375, 2-10=-744/368, 5-7=-749/373 BOT CHORD 8-9=-271/455 WEBS 2-9=-264/445, 5-8=-270/451 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=351, 7=352. 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) 77 lb down and 70 lb up at 4-0-0, and 84 lb down and 65 lb up at 5-4-4, and 77 lb down and 70 lb up at 6-7-0 on top chord, and 269 lb down and 262 lb up at 4-0-0, and 56 lb down and 66 lb up at 5-4-4, and 269 lb down and 262 lb up at 6-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss G01 Truss Type Hip Girder Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627797 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:00 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-zaorlx4O?Hhdnn4yj1Y9pc9lMnj4B49yvuLsf2ykJHP LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 7-10=-20 Concentrated Loads (lb) Vert: 3=-35(B) 4=-35(B) 9=-191(B) 8=-191(B) 11=-35(B) 12=-19(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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss G02 Truss Type Common Qty 7 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627798 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:02 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-vzwcAd6eXvxL14ELrSbdu1E4obNef?TFNCqzkxykJHN Scale = 1:43.7 1 2 3 4 5 8 7 6 9 10 11 12 4x4 1.5x4 1.5x4 4x8 5x6 5x6 5-3-85-3-8 10-7-05-3-8 -1-4-8 1-4-8 5-3-8 5-3-8 10-7-0 5-3-8 11-11-8 1-4-8 1-11-87-3-01-11-812.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [4:0-2-12,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.15 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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. (size)8=0-3-8, 6=0-3-8 Max Horz 8=162(LC 13) Max Uplift 8=-26(LC 14), 6=-26(LC 14) Max Grav 8=503(LC 1), 6=503(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-346/82, 3-4=-346/82, 2-8=-457/109, 4-6=-457/109 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 1-7-8, Interior(1) 1-7-8 to 5-3-8, Exterior(2) 5-3-8 to 8-3-8, Interior(1) 8-3-8 to 11-11-8 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss G03 Truss Type Common Qty 3 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627799 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:04 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-rL1MbJ7u3WB2GONjysd5zSJQnO267vzXqVJ3opykJHL Scale = 1:43.7 1 2 3 4 7 6 5 8 9 10 11 4x4 5x6 1.5x4 1.5x4 4x8 5x6 5-3-85-3-8 10-7-05-3-8 -1-4-8 1-4-8 5-3-8 5-3-8 10-7-0 5-3-8 1-11-87-3-01-11-812.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [4:0-2-12,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.15 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 5-6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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. (size)7=0-3-8, 5=0-3-8 Max Horz 7=153(LC 13) Max Uplift 7=-24(LC 14) Max Grav 7=510(LC 1), 5=405(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-354/80, 3-4=-346/73, 2-7=-464/107, 4-5=-359/63 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 1-7-8, Interior(1) 1-7-8 to 5-3-8, Exterior(2) 5-3-8 to 8-3-8, Interior(1) 8-3-8 to 10-5-4 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss G04 Truss Type Monopitch Qty 4 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627800 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:05 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-KYbkpe8XqqJvuYywWa8KWfsYgoMasK1h393dKFykJHK Scale: 1/4"=1' 1 2 3 5 4 6 7 1.5x4 3x4 1.5x4 5x6 5-11-05-11-0 -1-4-8 1-4-8 5-11-0 5-11-0 1-11-87-10-812.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.43 0.27 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 -0.00 (loc) 4-5 4-5 4 l/defl >999 >602 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 5=0-3-8 Max Horz 5=216(LC 13) Max Uplift 4=-112(LC 11), 5=-6(LC 15) Max Grav 4=267(LC 20), 5=353(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-270/211, 2-5=-297/123 BOT CHORD 4-5=-380/365 WEBS 2-4=-298/323 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-4-8 to 1-7-8, Interior(1) 1-7-8 to 5-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=112. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss H01 Truss Type Common Supported Gable Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627801 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:06 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-ok970_99b7RmViX64HfZ2tPpGCmHbm?qIpoAtiykJHJ Scale = 1:41.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 4x4 12-7-012-7-0 -0-6-8 0-6-8 6-3-8 6-3-8 12-7-0 6-3-8 13-1-8 0-6-8 1-0-07-3-81-0-012.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.05 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 8 8 10 l/defl n/r n/r n/a L/d 120 120 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 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.All bearings 12-7-0. (lb) - Max Horz 16=140(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -0-6-8 to 2-3-8, Exterior(2) 2-3-8 to 6-3-8, Corner(3) 6-3-8 to 9-3-8, Exterior(2) 9-3-8 to 13-1-8 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 3) 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. 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 15, 12, 11. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss H02 Truss Type Common Qty 2 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627802 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:07 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-GwjVDKAnMRZd7s6Id?Aob4xvHc3eKEQ_WTYjP8ykJHI Scale = 1:44.0 1 2 3 4 5 8 7 6 9 10 11 12 4x4 3x4 3x4 4x8 6x8 6x8 6-3-86-3-8 12-7-06-3-8 -0-6-8 0-6-8 6-3-8 6-3-8 12-7-0 6-3-8 13-1-8 0-6-8 1-0-07-3-81-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.23 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.00 (loc) 7-8 7-8 6 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 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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. (size)8=0-3-8, 6=0-3-8 Max Horz 8=140(LC 13) Max Uplift 8=-6(LC 14), 6=-6(LC 14) Max Grav 8=533(LC 1), 6=533(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-483/72, 3-4=-483/72, 2-8=-479/82, 4-6=-479/82 BOT CHORD 7-8=-146/390, 6-7=-128/322 WEBS 3-7=0/268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-6-8 to 2-5-8, Interior(1) 2-5-8 to 6-3-8, Exterior(2) 6-3-8 to 9-3-8, Interior(1) 9-3-8 to 13-1-8 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss HR01 Truss Type Diagonal Hip Girder Qty 7 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627803 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:08 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-k7HtRgAP7lhUl?hVBih17IU6m0Sf3ib7l7HHxaykJHH Scale = 1:35.5 1 2 3 4 5 9 8 7 6 1.5x4 5x6 1.5x4 5x6 3x4 5x6 2-9-32-9-3 5-6-62-9-3 -1-11-5 1-11-5 2-9-3 2-9-3 5-6-6 2-9-3 1-11-85-10-78.49 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.05 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 8 8-9 7 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 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-4-9, 7=Mechanical Max Horz 9=162(LC 7) Max Uplift 9=-131(LC 10), 7=-168(LC 7) Max Grav 9=389(LC 37), 7=271(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-368/142 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=131, 7=168. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 24 lb up at 2-9-8, and 60 lb down and 24 lb up at 2-9-8 on top chord, and 44 lb down and 106 lb up at 2-9-8, and 44 lb down and 106 lb up at 2-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 6-9=-20 August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss HR02 Truss Type Jack-Partial Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627804 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:09 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-CJrFe0B1u2pLM9GhlQDGgV1G6PkCo8nH_n1qT1ykJHG Scale = 1:30.1 1 2 3 7 6 4 8 5 3x4 1.5x4 3x4 3x4 4-10-104-10-10 -1-11-5 1-11-5 2-5-5 2-5-5 4-10-10 2-5-5 1-11-85-4-150-5-64-11-95-4-158.49 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.22 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.00 (loc) 6-7 6-7 4 l/defl >999 >983 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 No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-7-6, 4=Mechanical, 5=Mechanical Max Horz 7=156(LC 41) Max Uplift 7=-30(LC 14), 4=-29(LC 14), 5=-66(LC 14) Max Grav 7=323(LC 1), 4=70(LC 1), 5=96(LC 39) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-11-5 to 2-5-5, Exterior(2) 2-5-5 to 4-9-14 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4, 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 111 lb up at 2-1-12 on top chord, and 29 lb down and 60 lb up at 2-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=29(F) 8=5(F) August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss HR03 Truss Type Monopitch Girder Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627805 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:11 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-8iy?3iDHPg33cTQ3srFklw6dADS2G0wZR5WxYvykJHE Scale = 1:30.1 1 2 3 6 5 4 7 8 5x6 1.5x4 4x4 3x4 5x6 6x6 0-0-60-0-6 2-5-52-4-15 4-10-102-5-5 2-5-5 2-5-5 4-10-10 2-5-5 1-11-85-4-158.49 12 Plate Offsets (X,Y)-- [5:0-3-0,0-4-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.07 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-4-3 Max Horz 6=131(LC 11) Max Grav 4=761(LC 1), 6=761(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-568/0, 1-6=-690/0 BOT CHORD 4-5=-9/445 WEBS 2-5=0/789, 2-4=-775/0, 1-5=0/548 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-8-14 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1154 lb down at 2-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-1154(B) August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss HR04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627806 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:13 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-544mUNEYxHJnrnZS_FHCqLBvz17ykzUsvP?2doykJHC Scale = 1:28.1 1 2 3 4 7 6 5 8 9 1.5x4 5x6 1.5x4 5x6 4-3-94-3-9 -1-11-5 1-11-5 4-3-9 4-3-9 1-11-84-11-158.49 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.41 0.17 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.03 -0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-4-9, 6=Mechanical Max Horz 7=139(LC 7) Max Uplift 7=-173(LC 10), 6=-141(LC 7) Max Grav 7=316(LC 42), 6=172(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=173, 6=141. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 127 lb up at 1-6-10, and 38 lb down and 127 lb up at 1-6-10 on top chord, and 39 lb down and 80 lb up at 1-6-10, and 39 lb down and 80 lb up at 1-6-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=82(F=41, B=41) August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss J01 Truss Type Jack-Open Qty 14 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627807 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:14 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-ZHe8hjFAibReTw8eYzoRNZk8oQVRTQX073kb9EykJHB Scale = 1:22.7 1 2 5 4 3 1.5x4 5x6 3x4 1-10-151-10-15 -1-4-8 1-4-8 1-10-15 1-10-15 1-11-83-10-73-4-03-10-712.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [4:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 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 No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=123(LC 14) Max Uplift 3=-22(LC 18), 4=-96(LC 14) Max Grav 5=201(LC 1), 3=18(LC 20), 4=61(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss J02 Truss Type Jack-Open Qty 2 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627808 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:15 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-1TCWv3GoTuZV44jr5gJgwmGJYqqRCtH9MjU9hgykJHA Scale = 1:18.2 1 2 5 3 4 3x4 3x4 1-0-71-0-7 -1-4-8 1-4-8 1-0-7 1-0-7 1-11-82-11-1512.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 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 1-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=103(LC 14) Max Uplift 3=-56(LC 18), 4=-78(LC 14) Max Grav 5=205(LC 1), 3=12(LC 12), 4=43(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627809 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:17 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-zsKHKlH2?WqCKOtDD5M8?BMf?eVhgnmSp1zFmZykJH8 Scale = 1:20.4 1 2 5 3 4 3x4 3x4 1-5-71-5-7 -1-4-8 1-4-8 1-5-7 1-5-7 1-11-83-4-152-10-83-4-1512.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.02 (loc) 5 5 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 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=112(LC 14) Max Uplift 3=-40(LC 14), 4=-55(LC 14) Max Grav 5=197(LC 1), 3=25(LC 12), 4=38(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss PB01 Truss Type Piggyback Qty 3 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627810 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:18 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-R2tfX5Igmpy3xYSQnptNXPuq92rtPCkb2hipI?ykJH7 Scale = 1:49.9 1 2 3 4 5 67 10 9 8 11 12 13 14 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-8-016-8-0 8-4-0 8-4-0 16-8-0 8-4-0 0-5-38-2-60-1-100-5-30-1-1012.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [6:0-2-6,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.12 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 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 15-6-6. (lb) - Max Horz 2=-142(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 10=-101(LC 14), 8=-101(LC 14) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=338(LC 20), 10=446(LC 20), 8=446(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-302/174, 5-8=-302/174 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 8-4-0, Exterior(2) 8-4-0 to 11-4-0, Interior(1) 11-4-0 to 16-5-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 10 and 101 lb uplift at joint 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss PB02 Truss Type Piggyback Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627811 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:19 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-vER1lRJJX74wZi1cKWOc4cR?2RB68fAlHLSMqSykJH6 Scale: 1/4"=1' 1 2 3 4 5 6 7 89 12 11 10 13 14 15 16 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-8-016-8-0 8-0-0 8-0-0 8-8-0 0-8-0 16-8-0 8-0-0 0-5-37-10-60-1-100-5-30-1-107-10-612.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-1-8,Edge], [6:0-1-8,Edge], [8:0-2-6,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.12 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-6-6. (lb) - Max Horz 2=-137(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=334(LC 20), 12=440(LC 20), 10=439(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-294/184, 7-10=-294/184 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 8-0-0, Exterior(2) 8-0-0 to 12-10-15, Interior(1) 12-10-15 to 16-5-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10. 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. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss PB03 Truss Type Piggyback Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627812 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:20 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-NQ?PynKxIRCnBrcouEvrcq_AWrXLt74uW?BwMuykJH5 Scale = 1:35.8 1 2 3 4 5 6 7 89 12 11 10 13 14 15 16 17 18 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-8-016-8-0 6-0-0 6-0-0 10-8-0 4-8-0 16-8-0 6-0-0 0-5-35-8-45-10-60-1-100-5-30-1-105-8-412.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-2-0,Edge], [6:0-2-0,Edge], [8:0-2-6,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.13 0.12 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-6-6. (lb) - Max Horz 2=-100(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=360(LC 20), 12=389(LC 20), 10=387(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 6-0-0, Exterior(2) 6-0-0 to 10-2-15, Interior(1) 10-2-15 to 10-8-0, Exterior(2) 10-8-0 to 14-10-15, Interior(1) 14-10-15 to 16-5-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10. 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. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss PB04 Truss Type Piggyback Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627813 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:21 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-sdZn97KZ3kKeo?B_SxQ491WLiFtBcbt2kfxTvKykJH4 Scale = 1:29.5 1 2 3 4 5 6 7 89 12 11 10 13 14 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-8-016-8-0 4-0-0 4-0-0 12-8-0 8-8-0 16-8-0 4-0-0 0-5-33-8-43-10-60-1-100-5-30-1-103-8-412.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [3:0-2-0,Edge], [7:0-2-0,Edge], [8:0-2-6,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.08 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 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.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-6-6. (lb) - Max Horz 2=-65(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=330(LC 28), 12=338(LC 28), 10=338(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-256/79 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 4-0-0, Exterior(2) 4-0-0 to 8-4-0, Interior(1) 8-4-0 to 12-8-0, Exterior(2) 12-8-0 to 16-5-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 11, 12, 10. 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. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss PB05 Truss Type Piggyback Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627814 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:22 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-Kp7ANSLBq2SVQ9lB0exJiF3WXfCRL2WBzJg0RmykJH3 Scale = 1:28.9 1 2 3 4 5 6 7 89 12 11 10 13 14 15 16 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-8-016-8-0 2-0-0 2-0-0 14-8-0 12-8-0 16-8-0 2-0-0 0-5-31-8-41-10-60-1-100-5-30-1-101-8-412.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [3:0-2-0,Edge], [7:0-2-0,Edge], [8:0-2-6,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.08 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 8 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 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.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-6-6. (lb) - Max Horz 2=-29(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=329(LC 28), 12=305(LC 28), 10=305(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-252/75 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 6-2-15, Interior(1) 6-2-15 to 14-8-0, Exterior(2) 14-8-0 to 16-5-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 11, 12, 10. 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. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss PB06 Truss Type Piggyback Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627815 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:23 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-o?hYaoMpbMaM2JKNZMTYESchL3Y14UmKCzQazDykJH2 Scale = 1:44.9 1 2 3 4 5 6 7 89 12 11 10 13 14 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-8-016-8-0 7-6-8 7-6-8 9-1-8 1-7-0 16-8-0 7-6-8 0-5-37-4-140-1-100-5-30-1-107-4-1412.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-1-8,Edge], [6:0-1-8,Edge], [8:0-2-6,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.12 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-6-6. (lb) - Max Horz 2=-129(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=307(LC 20), 12=430(LC 20), 10=429(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-279/178, 7-10=-279/177 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 7-6-8, Exterior(2) 7-6-8 to 13-4-7, Interior(1) 13-4-7 to 16-5-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10. 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. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss PB07 Truss Type GABLE Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627816 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:26 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-CaMgDqOitHyxvm3yFU0Gs5EAoGanHnonuxeEaYykJH? Scale = 1:49.6 2 3 4 5 6 7 8 12 11 10 1 13 14 15 16 9 17 4x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-8-016-8-0 7-10-0 7-10-0 10-1-8 2-3-8 11-1-8 1-0-0 16-8-0 5-6-8 -0-0-47-9-125-6-47-10-00-1-20-1-105-4-1412.00 12 Plate Offsets (X,Y)-- [6:0-1-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.12 0.27 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: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 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.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 16-8-0. (lb) - Max Horz 1=-133(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 12, 10 except 1=-178(LC 24), 9=-282(LC 21) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2 except 8=420(LC 1), 11=460(LC 20), 12=390(LC 20), 10=438(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-11=-287/31, 3-12=-275/163, 7-10=-290/176 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 7-10-0, Exterior(2) 7-10-0 to 10-1-8, Interior(1) 10-1-8 to 11-1-8, Exterior(2) 11-1-8 to 14-1-8, Interior(1) 14-1-8 to 16-5-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 12, 10 except (jt=lb) 1=178, 9=282. 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. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss PB08 Truss Type Piggyback Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627817 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:27 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-gnw3QAPKea4oWwe8oCXVPImMFgw30Gxw7aOn6_ykJH_ Scale = 1:47.0 1 2 3 4 5 6 7 8 9 10 13 12 11 14 15 16 17 18 19 3x4 5x6 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-8-016-8-0 7-10-0 7-10-0 12-1-8 4-3-8 13-1-8 1-0-0 16-8-0 3-6-8 0-5-37-8-63-4-140-1-100-5-30-1-103-4-1412.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-2-0,Edge], [6:0-3-0,Edge], [8:0-1-8,Edge], [9:0-2-6,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.12 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 10 10 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 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.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-6-6. (lb) - Max Horz 2=133(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 13, 11 Max Grav All reactions 250 lb or less at joint(s) 2, 9 except 12=359(LC 25), 13=430(LC 20), 11=392(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-273/153, 7-11=-263/161 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 7-10-0, Exterior(2) 7-10-0 to 10-10-0, Interior(1) 10-10-0 to 13-1-8, Exterior(2) 13-1-8 to 16-1-3, Interior(1) 16-1-3 to 16-5-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 11. 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. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss PB09 Truss Type Piggyback Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627818 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:29 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-d92prsRaACKVmEoXwcazUjsh0TbYUA9DautuAsykJGy Scale = 1:47.0 1 2 3 4 5 6 7 8 910 13 12 11 14 15 16 17 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-8-016-8-0 7-10-0 7-10-0 14-1-8 6-3-8 15-1-8 1-0-0 16-8-0 1-6-8 0-5-37-8-61-4-140-1-100-5-30-1-101-4-1412.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-2-0,Edge], [8:0-1-8,Edge], [9:0-2-6,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.12 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 10 10 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 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.): 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 15-6-6. (lb) - Max Horz 2=133(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 13, 11 Max Grav All reactions 250 lb or less at joint(s) 2, 9 except 12=401(LC 21), 13=435(LC 20), 11=393(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-277/155, 6-11=-264/130 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 7-10-0, Exterior(2) 7-10-0 to 10-10-0, Interior(1) 10-10-0 to 15-1-8, Exterior(2) 15-1-8 to 16-5-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 11. 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. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss PB10 Truss Type Piggyback Qty 4 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627819 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:30 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-5McB2CRCxVSMOONjUK5C0xOtRtxhDdxMpYcRiJykJGx Scale = 1:47.0 1 2 3 4 5 67 10 9 8 11 12 13 14 15 16 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-8-015-8-0 7-10-0 7-10-0 15-8-0 7-10-0 0-5-37-8-60-1-100-5-30-1-1012.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [6:0-2-6,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.12 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 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 14-6-6. (lb) - Max Horz 2=-133(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=343(LC 20), 10=406(LC 20), 8=405(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-285/168, 5-8=-285/168 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 7-10-0, Exterior(2) 7-10-0 to 10-10-0, Interior(1) 10-10-0 to 15-5-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss PB11 Truss Type Piggyback Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627820 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:31 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-ZYAZGXSqipaD?Yxv11cRZ8x2cHHvy5uW1CM?ElykJGw Scale = 1:44.3 1 2 3 4 5 6 7 89 12 11 10 13 14 1516 17 18 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-8-015-8-0 7-1-8 7-1-8 8-6-8 1-5-0 15-8-0 7-1-8 0-5-36-11-140-1-100-5-30-1-106-11-1412.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-1-8,Edge], [6:0-1-8,Edge], [8:0-2-6,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.14 0.12 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 8 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-6-6. (lb) - Max Horz 2=-122(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=311(LC 20), 12=389(LC 20), 10=388(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-261/171, 7-10=-261/171 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 7-1-8, Exterior(2) 7-1-8 to 12-9-7, Interior(1) 12-9-7 to 15-5-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10. 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. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss PB12 Truss Type Piggyback Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627821 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:32 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-1kkyTtTST7j4dhW6bl7g6MUEzhd8hYGfGs5YmBykJGv Scale = 1:31.5 1 2 3 4 5 6 7 89 12 11 10 13 14 15 16 17 18 19 20 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-8-015-8-0 5-1-8 5-1-8 10-6-8 5-5-0 15-8-0 5-1-8 0-5-34-11-140-1-100-5-30-1-104-11-1412.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-1-8,Edge], [6:0-1-8,Edge], [8:0-2-6,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.10 0.12 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-6-6. (lb) - Max Horz 2=87(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=378(LC 20), 12=336(LC 20), 10=334(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 5-1-8, Exterior(2) 5-1-8 to 9-4-7, Interior(1) 9-4-7 to 10-6-8, Exterior(2) 10-6-8 to 14-9-7, Interior(1) 14-9-7 to 15-5-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 12, 10. 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. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss PB13 Truss Type Piggyback Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627822 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:33 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-VxHKhDU5EQrxFr5I9SeveZ0O35zvQ0xpVWr6JeykJGu Scale = 1:37.5 1 2 3 4 5 6 7 8 9 10 13 12 11 14 15 16 17 18 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-8-015-8-0 3-1-8 3-1-8 7-1-8 4-0-0 9-10-0 2-8-8 15-8-0 5-10-0 0-5-32-11-145-8-60-1-100-5-30-1-102-11-1412.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [3:0-1-8,Edge], [7:0-2-0,Edge], [9:0-2-6,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.14 0.09 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 10 10 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-6-6. (lb) - Max Horz 2=-98(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 13, 11 Max Grav All reactions 250 lb or less at joint(s) 2, 9 except 12=335(LC 20), 13=316(LC 28), 11=363(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 6-1-8, Interior(1) 6-1-8 to 9-10-0, Exterior(2) 9-10-0 to 12-10-0, Interior(1) 12-10-0 to 15-5-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 11. 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. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss PB14 Truss Type Piggyback Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627823 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:34 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-z7riuZUj?kzos?gUjA98BnZYHUJq9TNykAafr4ykJGt Scale = 1:37.5 1 2 3 4 5 6 7 89 12 11 10 13 14 15 16 17 18 19 3x4 4x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-8-015-8-0 1-1-8 1-1-8 9-10-0 8-8-8 15-8-0 5-10-0 0-5-30-11-145-8-60-1-100-5-30-1-100-11-1412.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [3:0-1-8,Edge], [6:0-2-0,Edge], [8:0-2-6,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.11 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 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, Except: 6-0-0 oc bracing: 2-12. REACTIONS.All bearings 14-6-6. (lb) - Max Horz 2=-99(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=252(LC 20), 10=340(LC 21), 12=394(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-12=-292/34 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 4-1-8, Interior(1) 4-1-8 to 9-10-0, Exterior(2) 9-10-0 to 12-10-0, Interior(1) 12-10-0 to 15-5-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 10. 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. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss PB15 Truss Type Piggyback Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627824 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:35 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-RJP46vVLm25fU9FhGtgNj_5kHue9uv85yqKCNWykJGs Scale = 1:37.2 1 2 3 4 5 67 10 9 8 11 12 13 14 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 11-8-011-8-0 5-10-0 5-10-0 11-8-0 5-10-0 0-5-35-8-60-1-100-5-30-1-1012.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [6:0-2-6,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.10 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 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 OTHERS 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 10-6-6. (lb) - Max Horz 2=98(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=313(LC 20), 8=312(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-270/179, 5-8=-270/179 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 5-10-0, Exterior(2) 5-10-0 to 8-10-0, Interior(1) 8-10-0 to 11-5-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss PB16 Truss Type Piggyback Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627825 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:36 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-vVzSJFWzXLDW6JqtqbCcGCevrI_AdMMFBU3mwyykJGr Scale = 1:45.3 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 20 21 22 23 24 3x4 3x4 3x4 3x4 3x4 3x4 3x4 25-3-025-3-0 5-4-8 5-4-8 6-3-8 0-11-0 9-8-8 3-5-0 23-3-8 13-7-0 25-3-0 1-11-8 0-5-35-2-141-9-140-1-100-5-30-1-105-2-1412.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-1-8,Edge], [5:0-1-8,Edge], [11:0-1-8,Edge], [12:0-2-6,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.12 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-11: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 *Except* 12-17: 2x4 SPF 1650F 1.5E OTHERS 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.): 4-5, 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 24-1-6. (lb) - Max Horz 2=91(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 19, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 16=341(LC 29), 18=335(LC 21), 19=411(LC 20), 15=305(LC 29), 14=355(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-16=-259/59, 6-18=-252/62, 10-14=-255/97 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 5-4-8, Exterior(2) 5-4-8 to 9-3-8, Interior(1) 9-3-8 to 23-3-8, Exterior(2) 23-3-8 to 25-0-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 15, 14. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss PB17 Truss Type Piggyback Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627826 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:38 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-su5DkxYD3yTELc_Gy?E4LdjF?6g15HIYeoYs_rykJGp Scale = 1:45.2 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 3x4 3x4 3x4 3x4 3x4 3x4 25-3-025-3-0 3-4-8 3-4-8 21-10-8 18-6-0 25-3-0 3-4-8 0-5-33-0-123-2-140-1-100-5-30-1-103-0-1212.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [3:0-2-0,Edge], [10:0-2-0,Edge], [11:0-2-6,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.13 0.09 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 12 12 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 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.): 3-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 24-1-6. (lb) - Max Horz 2=54(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 14, 11 Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 15=319(LC 1), 17=331(LC 29), 18=320(LC 28), 14=331(LC 28), 13=320(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-17=-253/80, 7-14=-253/80 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 7-7-7, Interior(1) 7-7-7 to 21-10-8, Exterior(2) 21-10-8 to 25-0-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 17, 14, 11. 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. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss PB18 Truss Type GABLE Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627827 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:40 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-oHDz9cZUaajyaw7e3QGYQ2pchvMcZB?r661z3kykJGn Scale = 1:49.1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 1 19 20 12 3x4 3x4 3x4 3x4 3x4 3x4 25-3-025-3-0 1-4-8 1-4-8 23-10-8 22-6-0 25-3-0 1-4-8 -0-0-41-2-21-4-80-1-20-1-101-0-1212.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [10:0-2-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.12 0.09 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-6,6-10: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 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.): 3-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 25-3-0. (lb) - Max Horz 1=-18(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 14, 13 except 1=-112(LC 20), 12=-109(LC 29) Max Grav All reactions 250 lb or less at joint(s) 12 except 11=296(LC 29), 16=321(LC 1), 17=319(LC 29), 18=327(LC 28), 14=319(LC 28), 13=327(LC 29), 2=296(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 5-7-7, Interior(1) 5-7-7 to 23-10-8, Exterior(2) 23-10-8 to 25-0-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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 4-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 14, 13 except (jt=lb) 1=112, 12=109. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss V01 Truss Type Valley Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627828 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:41 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-GTmLMya6LtroC4iqd8nnzFLmWJg7Ibc_LmnXbAykJGm Scale = 1:46.0 1 2 3 4 7 6 5 8 93x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 10-8-810-8-8 7-6-8 7-6-8 10-8-8 3-2-0 0-0-47-6-84-4-812.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.13 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: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 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 10-8-4. (lb) - Max Horz 1=167(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=418(LC 19), 7=404(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-291/179 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-6-8, Interior(1) 3-6-8 to 7-6-8, Exterior(2) 7-6-8 to 10-6-12 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss V02 Truss Type Valley Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627829 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:43 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-Csu6nebMtV5WROsDkZqF2gR5o6NGmXkHo4Gdf3ykJGk Scale = 1:37.8 1 2 3 4 7 6 5 8 9 3x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 8-8-88-8-8 5-6-8 5-6-8 8-8-8 3-2-0 0-0-45-6-82-4-812.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.09 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: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-8-4. (lb) - Max Horz 1=112(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 5 except 1=-116(LC 12), 7=-101(LC 14) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=287(LC 19), 7=349(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-302/204 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-6-8, Exterior(2) 5-6-8 to 8-6-12 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 1=116, 7=101. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss V03 Truss Type Valley Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627830 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:43 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-Csu6nebMtV5WROsDkZqF2gR5C6NImYqHo4Gdf3ykJGk Scale = 1:24.5 1 2 3 43x4 4x4 3x4 1.5x4 0-0-40-0-4 6-8-86-8-4 3-6-8 3-6-8 6-8-8 3-2-0 0-0-43-6-80-0-412.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-6] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.09 0.02 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 No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-0-8, 3=7-0-8, 4=7-0-8 Max Horz 1=56(LC 13) Max Uplift 1=-14(LC 14), 3=-15(LC 14) Max Grav 1=152(LC 1), 3=152(LC 1), 4=204(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss V04 Truss Type Valley Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627831 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:45 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-9E0sCKdcP6LEhh0cs_sj75WRKw3aER6aGOlkkxykJGi Scale = 1:34.8 1 2 3 5 4 6 7 3x4 1.5x4 1.5x4 1.5x4 1.5x4 5-7-8 5-7-8 0-0-45-7-812.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.10 0.04 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: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-7-4, 4=5-7-4, 5=5-7-4 Max Horz 1=140(LC 11) Max Uplift 1=-95(LC 12), 4=-41(LC 11), 5=-85(LC 14) Max Grav 1=114(LC 11), 4=143(LC 19), 5=345(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-327/311 WEBS 2-5=-292/217 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-5-12 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. August 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25137 Truss V05 Truss Type Valley Qty 1 Ply 1 OBERLINE RESIDENCE Job Reference (optional) I47627832 8.520 s Aug 18 2021 MiTek Industries, Inc. Wed Aug 25 12:11:45 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:BGDrcqdN3el6?Bd2zWD5tPyyQtH-9E0sCKdcP6LEhh0cs_sj75WRpw3eERiaGOlkkxykJGi Scale = 1:21.2 1 2 33x4 1.5x4 1.5x4 3-7-8 3-7-8 0-0-43-7-812.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.09 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 No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-7-4, 3=3-7-4 Max Horz 1=85(LC 13) Max Uplift 3=-30(LC 11) Max Grav 1=133(LC 20), 3=139(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. August 25,2021 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.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge 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