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HomeMy WebLinkAbout22LV - Trusses16023 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. October 19,2021 Liu, Xuegang Pages or sheets covered by this seal: I48403004 thru I48403102 My license renewal date for the state of Indiana is July 31, 2022. 26482 TODD COTTAGE 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 26482 Truss A01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 TODD COTTAGE Job Reference (optional) I48403004 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:56:43 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-eTtwWaSc88dnfc0eySio_ccHxOwoWCfdZU3I85ySBKo Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 5960 61 62 63 64 65 66 6x8 3x4 4x6 3x4 3x4 4x4 4x8 4x4 6x8 3x4 4x8 3x4 4x4 4x6 4x8 3x4 4x8 4x8 4x6 4x4 4x4 4x4 6x8 6x8 4x6 4-3-3 4-3-3 8-2-14 3-11-11 12-3-7 4-0-9 16-2-5 3-10-13 20-2-14 4-0-9 23-1-2 2-10-5 25-11-7 2-10-5 30-10-10 4-11-3 35-9-13 4-11-3 38-8-2 2-10-5 41-6-6 2-10-5 44-3-0 2-8-10 47-11-4 3-8-4 51-11-0 3-11-12 -1-10-8 1-10-8 4-3-3 4-3-3 8-2-14 3-11-11 12-3-7 4-0-9 16-2-5 3-10-13 20-2-14 4-0-9 23-1-2 2-10-5 25-11-7 2-10-5 30-10-10 4-11-3 35-9-13 4-11-3 38-8-2 2-10-5 41-6-6 2-10-5 44-3-0 2-8-10 47-11-4 3-8-4 51-11-0 3-11-12 1-9-23-10-147-2-149-2-145-10-142-0-09-2-143.13 12 7.00 12 Plate Offsets (X,Y)-- [2:0-2-13,0-3-0], [4:0-5-4,0-3-0], [8:0-1-8,0-2-0], [15:0-3-0,0-2-12], [20:0-5-8,0-2-12], [33:0-3-8,0-2-0] 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-S 0.21 0.38 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.63 0.19 (loc) 27-28 27-28 17 l/defl >999 >976 n/a L/d 240 180 n/a PLATES MT20 Weight: 1225 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E *Except* 14-19: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-7, 9-11, 13-16. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)17=Mechanical, 34=0-5-8 Max Horz 34=184(LC 11) Max Uplift 17=-547(LC 12), 34=-483(LC 12) Max Grav 17=4552(LC 39), 34=4789(LC 40) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7357/725, 3-4=-9464/937, 4-5=-12289/1280, 5-6=-12288/1280, 6-7=-16068/2111, 7-8=-12951/1898, 8-9=-9898/1577, 9-10=-8673/1395, 10-11=-7448/1274, 11-12=-8492/1437, 12-13=-9978/1597, 13-14=-10601/1539, 14-15=-8566/1117, 2-34=-4511/468 BOT CHORD 33-34=-164/402, 32-33=-629/7036, 31-32=-811/9130, 29-31=-1580/14738, 28-29=-1580/14738, 27-28=-2030/16100, 26-27=-1528/11227, 24-26=-1226/8226, 23-24=-1226/8226, 22-23=-1265/8640, 21-22=-1466/10713, 20-21=-1031/8637, 14-20=-2761/581, 17-18=-337/3032 WEBS 3-33=-1696/178, 3-32=-219/2472, 4-32=-851/164, 4-31=-488/4147, 5-31=-501/71, 6-31=-3270/530, 6-29=0/462, 6-28=-580/1932, 7-28=-910/364, 7-27=-7614/784, 8-27=-668/5904, 8-26=-5206/626, 9-26=-653/4388, 10-26=0/898, 10-24=-65/263, 10-23=-1353/216, 11-23=-578/3673, 12-23=-2554/345, 12-22=-350/2837, 13-22=-3240/315, 13-21=-2742/569, 14-21=-666/3304, 18-20=-375/3354, 15-20=-956/7637, 15-18=-1573/303, 15-17=-5247/651, 2-33=-650/6995 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 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=52ft; 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 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) Unbalanced snow loads have been considered for this design. Continued on page 2 October 19,2021 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 26482 Truss A01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 TODD COTTAGE Job Reference (optional) I48403004 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:56:44 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-7fRIjwTEvRmeHmbqW9D1Xq9ShoG1Ffvno8orgXySBKn NOTES- 7) 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. 8) Provide adequate drainage to prevent water ponding. 9) All plates are 6x6 MT20 unless otherwise indicated. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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) Refer to girder(s) for truss to truss connections. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=547, 34=483. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 49 lb up at 8-2-14, 145 lb down and 49 lb up at 10-3-10, 145 lb down and 49 lb up at 12-3-10, 145 lb down and 49 lb up at 14-3-10, 145 lb down and 49 lb up at 16-3-10, 121 lb down and 77 lb up at 25-11-7, 121 lb down and 73 lb up at 28-0-3, 121 lb down and 73 lb up at 30-0-3, 121 lb down and 73 lb up at 32-0-3, 121 lb down and 73 lb up at 34-0-3, 121 lb down and 77 lb up at 35-9-13, 128 lb down and 84 lb up at 46-2-12, and 128 lb down and 84 lb up at 48-2-12, and 128 lb down and 84 lb up at 50-2-12 on top chord, and 294 lb down and 71 lb up at 2-3-10, 276 lb down and 44 lb up at 4-3-10, 216 lb down and 38 lb up at 6-3-10, 76 lb down at 8-3-10, 76 lb down at 10-3-10, 76 lb down at 12-3-10, 76 lb down at 14-3-10, 76 lb down at 16-3-10, 246 lb down at 17-7-4, 218 lb down and 96 lb up at 20-3-10, 187 lb down and 82 lb up at 22-0-3, 190 lb down and 98 lb up at 24-0-3, 76 lb down and 60 lb up at 26-0-3, 76 lb down and 60 lb up at 28-0-3, 76 lb down and 60 lb up at 30-0-3, 76 lb down and 60 lb up at 32-0-3, 76 lb down and 60 lb up at 34-0-3, 76 lb down and 60 lb up at 35-9-1, 190 lb down and 98 lb up at 37-9-1, 392 lb down and 141 lb up at 39-9-1, 377 lb down at 44-4-12, 69 lb down at 46-2-12, and 69 lb down at 48-2-12, and 69 lb down at 50-2-12 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, 4-7=-60, 7-9=-60, 9-11=-60, 11-13=-60, 13-16=-60, 20-34=-20, 17-19=-20 Concentrated Loads (lb) Vert: 4=-117(F) 9=-93(F) 11=-93(F) 33=-276(F) 32=-38(F) 31=-38(F) 5=-117(F) 6=-117(F) 29=-38(F) 28=-218(F) 26=-38(F) 23=-38(F) 18=-43(F) 20=-377(F) 15=-88(F) 36=-117(F) 39=-117(F) 43=-93(F) 44=-93(F) 45=-93(F) 46=-93(F) 50=-88(F) 51=-88(F) 52=-294(F) 53=-216(F) 54=-38(F) 55=-38(F) 56=-246(F) 57=-187(F) 58=-187(F) 59=-38(F) 60=-38(F) 61=-38(F) 62=-38(F) 63=-187(F) 64=-392(F) 65=-43(F) 66=-43(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 26482 Truss A02 Truss Type Roof Special Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403005 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:56:47 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-XE6RMyV6CM8D8EKPBHnk9SntR?HpSwqDU61VHsySBKk Scale = 1:98.7 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 2221 20 19 18 17 16 15 14 13 30 31 32 33 34 35 36 37 38 3940 41 42 43 44 45 46 47 48 6x6 6x8 6x6 6x8 6x8 6x8 5x12 MT18HS4x6 6x10 6x8 6x8 4x4 6x10 4x6 4x4 4x8 5x12 MT18HS 6x6 6x10 6x8 8-3-14 8-3-14 9-6-9 1-2-11 15-6-4 5-11-11 21-5-15 5-11-11 27-2-9 5-8-9 34-6-11 7-4-3 40-3-5 5-8-9 44-3-0 3-11-11 46-1-2 1-10-2 48-4-12 2-3-10 51-11-0 3-6-4 -1-10-81-10-8 4-3-114-3-11 8-3-144-0-3 9-6-91-2-11 15-6-45-11-11 21-5-155-11-11 27-2-95-8-9 34-6-117-4-3 40-3-55-8-9 44-3-03-11-11 46-1-21-10-2 51-11-05-9-14 1-9-23-11-24-7-117-11-119-11-116-7-112-0-09-11-113.13 12 7.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [9:0-5-4,0-3-0], [10:0-5-4,0-3-0], [14:0-2-0,0-2-8] 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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.62 0.44 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.50 -0.86 0.30 (loc) 20 20 30 l/defl >999 >724 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 386 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E *Except* 26-27,27-30: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-14 max.): 5-7, 8-9, 10-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-30, 6-23, 7-19, 10-17, 3-25, 10-14 REACTIONS. (size)25=0-5-8, 30=Mechanical Max Horz 25=209(LC 15) Max Uplift 25=-7(LC 16) Max Grav 25=2327(LC 45), 30=2660(LC 45) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-4929/159, 4-5=-5173/200, 5-6=-4669/186, 6-7=-7433/270, 7-8=-4949/229, 8-9=-4302/225, 9-10=-4438/212, 10-11=-3212/127, 11-12=-3212/127, 13-30=-2660/74, 12-13=-2591/100, 2-25=-459/144 BOT CHORD 24-25=-268/3467, 23-24=-244/4789, 21-23=-297/6589, 20-21=-297/6589, 19-20=-326/7451, 17-19=-181/3843, 15-17=-226/5336, 14-15=-224/5338 WEBS 3-24=0/1484, 4-24=-737/89, 4-23=-679/0, 5-23=-29/2030, 6-23=-2364/80, 6-20=-32/1218, 7-20=-645/88, 7-19=-3910/156, 8-19=-3/1959, 9-19=-36/715, 9-17=0/1237, 10-17=-1861/101, 3-25=-3826/141, 11-14=-703/95, 10-14=-2614/95, 12-14=-117/3948 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=52ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-10-8 to 3-3-13, Interior(1) 3-3-13 to 9-6-9, Exterior(2) 9-6-9 to 14-8-13, Interior(1) 14-8-13 to 27-2-9, Exterior(2) 27-2-9 to 32-4-13, Interior(1) 32-4-13 to 34-6-11, Exterior(2) 34-6-11 to 39-9-0, Interior(1) 39-9-0 to 51-9-4 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 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) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) All plates are 3x4 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, with BCDL = 10.0psf. 11) Refer to girder(s) for truss to truss connections. 12) Provide metal plate or equivalent at bearing(s) 30 to support reaction shown. Continued on page 2 October 19,2021 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 26482 Truss A02 Truss Type Roof Special Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403005 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:56:47 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-XE6RMyV6CM8D8EKPBHnk9SntR?HpSwqDU61VHsySBKk NOTES- 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 26482 Truss A03 Truss Type Roof Special Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403006 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:56:51 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-P?MxBJYdGbeedrdAQ7rgJIyYtcfWOlIpPj?jQdySBKg Scale = 1:98.7 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 1514 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 6x6 6x8 6x8 6x6 6x8 6x8 6x10 6x6 4x6 6x8 4x4 6x8 6x8 4x6 6x6 4x4 4x6 6x8 6x6 6x6 5x12 MT18HS 8-3-148-3-14 12-1-63-9-8 18-1-25-11-11 24-0-135-11-11 29-9-65-8-9 31-11-142-2-7 37-8-75-8-9 43-11-06-2-9 44-3-00-4-0 48-1-03-10-0 50-1-102-0-10 51-11-0 1-9-6 -1-10-81-10-8 4-3-114-3-11 8-3-144-0-3 12-1-63-9-8 18-1-25-11-11 24-0-135-11-11 29-9-65-8-9 31-11-142-2-7 37-8-75-8-9 43-11-06-2-9 44-3-00-4-0 49-0-14-9-1 50-1-101-1-8 51-11-0 1-9-6 1-9-23-11-26-1-119-5-1111-5-117-1-32-0-011-5-113.13 12 7.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [5:0-5-8,0-3-0], [7:0-5-4,0-3-0], [9:0-5-8,0-3-0], [10:0-5-4,0-3-0], [12:0-7-8,0-2-12], [13:0-2-8,0-2-8], [15:0-2-0,0-2-12], [16:0-1-8,0-2-0] 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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.32 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.60 0.23 (loc) 21 21 31 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 419 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E *Except* 16-28,28-31: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-4 max.): 5-7, 8-9, 10-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-20, 10-19, 12-15, 3-27, 13-31, 10-16 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size)27=0-5-8, 31=Mechanical Max Horz 27=238(LC 15) Max Uplift 27=-6(LC 16) Max Grav 27=2189(LC 1), 31=2504(LC 47) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-4585/138, 4-5=-4417/183, 5-6=-5024/212, 6-7=-5023/212, 7-8=-3834/210, 8-9=-3307/207, 9-10=-3709/201, 10-11=-3008/139, 11-12=-3008/139, 12-13=-906/81, 2-27=-463/143, 14-31=-2504/88, 13-14=-2451/81 BOT CHORD 26-27=-290/3211, 25-26=-268/4457, 23-25=-239/3831, 21-23=-265/5359, 20-21=-267/5357, 19-20=-166/3176, 17-19=-211/4322, 16-17=-209/4325, 15-16=-90/731 WEBS 3-26=0/1402, 4-26=-619/81, 4-25=-970/39, 5-25=0/763, 5-23=-49/1641, 6-23=-684/103, 7-23=-775/9, 7-20=-2889/129, 8-20=-44/1621, 9-20=-34/685, 9-19=-21/1149, 10-19=-1620/98, 12-15=-1946/143, 3-27=-3537/124, 11-16=-741/109, 10-16=-1942/56, 12-16=-106/3080, 13-15=-86/2124 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=52ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-10-8 to 3-3-13, Interior(1) 3-3-13 to 12-1-6, Exterior(2) 12-1-6 to 17-3-11, Interior(1) 17-3-11 to 29-9-6, Exterior(2) 29-9-6 to 37-2-3, Interior(1) 37-2-3 to 50-1-10, Exterior(2) 50-1-10 to 51-9-4 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 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) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) All plates are 3x4 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. 11) Refer to girder(s) for truss to truss connections. Continued on page 2 October 19,2021 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 26482 Truss A03 Truss Type Roof Special Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403006 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:56:52 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-uCwKPfZF1vmVE?CM_rMvsWUjd0?l7CYyeNlGy3ySBKf NOTES- 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 26482 Truss A04 Truss Type Roof Special Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403007 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:56:56 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-mz9qE1cm47GxjcW7DgRr0MfT0dM231lYY?jU5rySBKb Scale = 1:101.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 6x6 6x8 6x8 6x10 6x8 6x8 4x6 5x12 MT18HS 6x6 6x6 3x4 6x8 4x8 4x4 6x10 4x4 4x6 4x8 3x4 6x8 6x6 6x10 4x6 6x8 3x4 6x6 4x8 4x8 3x4 4-3-11 4-3-11 8-3-14 4-0-3 14-8-4 6-4-6 20-7-15 5-11-11 26-7-11 5-11-11 35-1-9 8-5-14 37-2-12 2-1-3 44-3-0 7-0-4 47-11-4 3-8-4 51-11-0 3-11-12 4-3-11 4-3-11 8-3-14 4-0-3 14-8-4 6-4-6 20-7-15 5-11-11 26-7-11 5-11-11 30-10-10 4-2-15 35-1-9 4-2-15 37-2-12 2-1-3 44-3-0 7-0-4 47-11-4 3-8-4 51-11-0 3-11-12 1-9-23-11-27-7-1110-1-712-1-71-0-142-0-09-7-113.13 12 7.00 12 6.49 12 Plate Offsets (X,Y)-- [1:Edge,0-2-4], [4:0-5-4,0-3-0], [6:0-5-4,0-3-0], [8:0-5-4,0-3-4], [14:0-0-0,0-3-8], [15:0-3-0,0-3-12], [16:0-5-8,Edge], [16:0-1-15,0-0-12], [20:0-2-8,0-2-0], [25:0-3-8,0-3-0] 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 0.44 0.37 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.65 0.26 (loc) 20 18-20 14 l/defl >999 >956 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 399 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E *Except* 15-27: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-25: 2x4 SPF 1650F 1.5E SLIDER Right 2x4 SPF No.2 2-2-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-7 max.): 4-6, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-23, 6-21, 6-20, 8-18, 10-17 REACTIONS. (size)26=0-5-8, 14=Mechanical Max Horz 26=-167(LC 14) Max Grav 26=3128(LC 44), 14=2682(LC 44) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5123/0, 2-3=-5656/0, 3-4=-4486/56, 4-5=-4256/119, 5-6=-4256/119, 6-7=-5345/195, 7-8=-4828/205, 8-9=-3930/136, 9-10=-4694/116, 10-12=-6797/96, 12-14=-4223/74, 1-26=-2930/0 BOT CHORD 25-26=-55/344, 24-25=0/4920, 23-24=0/5494, 21-23=0/3757, 20-21=0/4539, 18-20=0/3370, 17-18=0/4123, 16-17=0/5799, 14-15=-5/3336, 15-16=-12/3697 WEBS 2-25=-796/400, 2-24=-387/1068, 3-24=-496/251, 3-23=-1991/0, 4-23=0/1111, 4-21=-100/1013, 5-21=-713/103, 6-21=-551/102, 6-20=-2743/138, 7-20=-48/3186, 7-18=-84/1893, 8-18=-1582/142, 8-17=-983/0, 9-17=0/1635, 1-25=0/4901, 12-15=-1693/41, 10-16=0/1288, 12-16=0/2668, 10-17=-2083/93 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=52ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 5-4-1, Interior(1) 5-4-1 to 14-8-4, Exterior(2) 14-8-4 to 19-10-9, Interior(1) 19-10-9 to 30-10-10, Exterior(2) 30-10-10 to 35-1-9, Interior(1) 35-1-9 to 37-2-12, Exterior(2) 37-2-12 to 42-5-1, Interior(1) 42-5-1 to 51-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 16 = 8% 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) Refer to girder(s) for truss to truss connections. 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 October 19,2021 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 26482 Truss A04 Truss Type Roof Special Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403007 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:56:56 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-mz9qE1cm47GxjcW7DgRr0MfT0dM231lYY?jU5rySBKb NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1102 lb down at 3-10-10 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 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 6-7=-60, 7-8=-60, 8-9=-60, 9-14=-60, 16-26=-20, 14-15=-20, 15-16=-20 Concentrated Loads (lb) Vert: 44=-1102(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 26482 Truss A05 Truss Type Hip Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403008 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:56:59 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-BYrzt2feN2eWa4Eiup_Ye_HxNrE_GQn_Fzx8i9ySBKY Scale = 1:85.2 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 3132 33 34 35 36 37 38 39 40 6x6 6x6 3x6 6x6 3x6 3x4 4x6 3x4 3x4 3x4 6x10 3x6 4x8 3x6 3x6 3x6 4x8 4x8 6x10 6x10 4x6 6x6 6x8 4x6 4-3-12 4-3-12 13-3-0 8-11-4 21-11-6 8-8-6 30-7-13 8-8-6 40-2-14 9-7-2 43-11-2 3-8-4 47-10-14 3-11-12 4-3-12 4-3-12 8-9-6 4-5-10 13-3-0 4-5-10 19-0-10 5-9-10 24-10-3 5-9-10 30-7-13 5-9-10 35-5-5 4-9-9 40-2-14 4-9-9 43-11-2 3-8-4 47-10-14 3-11-12 2-9-103-11-29-1-1111-1-111-0-142-0-011-1-113.13 12 7.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-2-4], [8:0-4-0,0-2-4], [17:0-3-0,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 0.56 0.99 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.43 -0.86 0.28 (loc) 17-18 17-18 14 l/defl >999 >664 n/a L/d 240 180 n/a PLATES MT20 Weight: 246 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 10-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-14: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-6 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 17-18 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 5-22, 7-20, 7-18, 9-18 REACTIONS. (size)24=Mechanical, 14=Mechanical Max Horz 24=-174(LC 14) Max Grav 24=2000(LC 48), 14=2155(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2285/86, 2-3=-2673/155, 3-4=-2817/186, 4-5=-2432/184, 5-7=-3052/199, 7-8=-2762/185, 8-9=-3199/191, 9-10=-5155/221, 10-12=-5041/156, 12-13=-2900/100, 1-24=-1999/94, 13-14=-2098/83 BOT CHORD 22-23=-8/2482, 20-22=0/2996, 18-20=0/3075, 17-18=-13/3210, 10-17=-438/79 WEBS 2-23=-978/120, 3-23=-417/17, 3-22=-370/106, 4-22=-17/1105, 5-22=-1036/69, 5-20=0/419, 7-18=-665/61, 8-18=-14/1291, 9-18=-1134/126, 9-17=-45/1774, 15-17=-47/2765, 12-17=0/1927, 12-15=-1868/85, 1-23=-64/2565, 13-15=-39/2371 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=48ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 4-3-12, Interior(1) 4-3-12 to 13-3-0, Exterior(2) 13-3-0 to 20-0-5, Interior(1) 20-0-5 to 30-7-13, Exterior(2) 30-7-13 to 37-5-1, Interior(1) 37-5-1 to 47-8-2 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) Unbalanced snow loads have been considered for this design. 5) Provide adequate drainage to prevent water ponding. 6) The Fabrication Tolerance at joint 17 = 4% 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 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 26482 Truss A06 Truss Type Piggyback Base Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403009 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:03 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-3J4UiQi9RH9x3hYU7e3UoqRbgSctCBka9bvMrxySBKU Scale = 1:98.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 6x10 6x6 5x12 MT18HS 3x8 MT18HS 5x12 MT18HS 6x6 3x4 6x10 6x10 4x6 4x8 6x10 6x10 6x6 6x6 3x8 MT18HS 6x6 3x8 MT18HS 3-9-2 3-9-2 9-5-11 5-8-9 17-10-8 8-4-13 25-10-12 8-0-4 33-11-0 8-0-4 39-10-13 5-11-13 45-9-3 5-10-5 51-11-0 6-1-13 -1-10-8 1-10-8 3-9-2 3-9-2 9-5-11 5-8-9 13-8-1 4-2-7 17-10-8 4-2-7 23-3-3 5-4-11 28-7-13 5-4-11 34-0-8 5-4-11 39-10-13 5-10-5 45-9-3 5-10-5 51-11-0 6-1-13 2-4-144-7-39-6-011-6-01-0-142-0-011-6-07.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-3-8,0-3-0], [4:0-2-8,0-4-0], [5:0-1-12,0-2-0], [6:0-9-8,0-2-0], [10:0-3-6,0-2-8], [14:Edge,0-1-12], [17:0-3-12,0-3-0], [20:0-4-0,0-3-0], [25:0-5-0,0-2-12], [26:0-5-4,0-1-12] 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 0.67 0.93 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.42 -0.79 0.23 (loc) 20-21 20-21 15 l/defl >999 >784 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 304 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 3-4: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 24-27: 2x6 SP 2400F 2.0E, 10-19: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-6 max.): 3-4, 6-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-25, 5-23, 7-23, 7-21, 9-20 REACTIONS. (size)27=0-5-8, 15=Mechanical Max Horz 27=-187(LC 14) Max Grav 27=3613(LC 41), 15=2412(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3447/0, 3-4=-5217/0, 4-5=-5942/25, 5-6=-3916/133, 6-7=-3380/137, 7-9=-3666/153, 9-10=-3117/162, 10-11=-3652/162, 11-12=-3517/135, 12-14=-3621/87, 2-27=-3574/0, 14-15=-2343/78 BOT CHORD 25-26=0/2953, 23-25=0/3968, 21-23=0/3683, 20-21=0/3597, 10-20=0/1467, 16-17=-23/3057 WEBS 3-26=-775/452, 3-25=-162/2878, 4-25=-3352/81, 5-25=0/2176, 5-23=-1370/50, 6-23=0/1642, 7-23=-693/103, 9-21=0/414, 9-20=-958/24, 17-20=0/3060, 11-20=0/609, 11-17=-823/31, 12-16=-294/74, 2-26=0/3364, 14-16=0/2857 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=52ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-10-8 to 3-3-13, Interior(1) 3-3-13 to 3-9-2, Exterior(2) 3-9-2 to 8-11-7, Interior(1) 8-11-7 to 17-10-8, Exterior(2) 17-10-8 to 23-3-3, Interior(1) 23-3-3 to 34-0-8, Exterior(2) 34-0-8 to 39-2-13, Interior(1) 39-2-13 to 51-9-4 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 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) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) All plates are 3x6 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, with BCDL = 10.0psf. 11) Refer to girder(s) for truss to truss connections. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 October 19,2021 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 26482 Truss A06 Truss Type Piggyback Base Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403009 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:04 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-XVeswminCbHogr7ghMajL2_mQsy6xe_jOFfvNNySBKT NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1235 lb down at 3-9-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) 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, 4-6=-60, 6-10=-60, 10-14=-60, 20-27=-20, 15-19=-20 Concentrated Loads (lb) Vert: 26=-1235(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 26482 Truss A07 Truss Type Piggyback Base Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403010 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:07 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-y4K_YnlfVWfNXIrFMU8QzgcNd36M80?94DtZ_iySBKQ Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 6x8 4x6 4x6 4x4 3x4 4x6 4x8 4x8 4x4 4x4 4x4 6x10 4x6 6x10 4x6 3x4 4x4 4x4 6-3-15 6-3-15 12-0-9 5-8-9 17-10-8 5-9-15 25-10-12 8-0-4 33-11-0 8-0-4 39-10-13 5-11-13 45-9-3 5-10-5 51-11-0 6-1-13 -1-10-8 1-10-8 6-3-15 6-3-15 12-0-9 5-8-9 17-10-8 5-9-15 23-3-3 5-4-11 28-7-13 5-4-11 34-0-8 5-4-11 39-10-13 5-10-5 45-9-3 5-10-5 51-11-0 6-1-13 2-4-146-1-39-6-011-6-01-0-142-0-011-6-07.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [3:0-6-0,0-2-12], [9:0-3-12,0-3-0], [16:0-3-12,0-3-0], [19:0-4-0,0-3-0], [25:0-3-8,0-2-0] 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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.45 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.37 0.14 (loc) 20 19-20 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 403 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E *Except* 9-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x4 SPF No.2 3-6-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-14 max.): 3-4, 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-22, 6-22, 6-20, 8-20, 8-19 REACTIONS. (size)26=0-5-8, 14=Mechanical Max Horz 26=-186(LC 14) Max Uplift 26=-7(LC 16) Max Grav 26=2495(LC 41), 14=2306(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2799/135, 3-4=-3903/191, 4-5=-3716/209, 5-6=-3201/213, 6-8=-3545/207, 8-9=-3058/203, 9-10=-3588/204, 10-12=-3380/174, 12-14=-3734/130, 2-26=-2432/180 BOT CHORD 24-25=0/2358, 22-24=-9/3942, 20-22=0/3540, 19-20=0/3496, 9-19=-14/1423, 15-16=-30/3011, 14-15=-30/3011 WEBS 3-25=-588/82, 3-24=-74/2196, 4-24=-1492/117, 4-22=-1050/104, 5-22=-12/1466, 6-22=-712/35, 6-20=-29/322, 8-20=-84/283, 8-19=-856/47, 16-19=0/2949, 10-19=-68/528, 10-16=-792/47, 2-25=-12/2429 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=52ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-10-8 to 3-3-13, Interior(1) 3-3-13 to 6-3-15, Exterior(2) 6-3-15 to 11-6-4, Interior(1) 11-6-4 to 17-10-8, Exterior(2) 17-10-8 to 23-3-3, Interior(1) 23-3-3 to 34-0-8, Exterior(2) 34-0-8 to 39-2-13, Interior(1) 39-2-13 to 51-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide adequate drainage to prevent water ponding. 7) All plates are 6x6 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) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.October 19,2021 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 26482 Truss A08 Truss Type Piggyback Base Girder Qty 1 Ply 2 TODD COTTAGE Job Reference (optional) I48403011 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:12 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-I27tbVpoJ2Hge4kC91jbfkJAb4pupHsuEUbKfvySBKL Scale = 1:99.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 34 35 36 37 38 39 40 4142 43 4445 46 47 48 49 50 6x8 6x8 6x8 3x6 6x8 3x4 5x12 MT18HS 3x4 4x6 6x6 3x6 6x8 3x6 4x6 4x4 6x8 3x4 3x4 4x4 4x8 3x4 3x4 4x8 6x10 3x6 6x10 3x6 6x10 3x6 6x10 4x6 4x6 4-6-34-6-3 8-8-144-2-11 11-7-32-10-5 14-5-72-10-5 17-10-83-5-1 23-3-35-4-11 28-7-135-4-11 33-11-05-3-3 38-10-14-11-1 43-7-94-9-9 44-7-121-0-3 47-7-92-11-13 51-11-04-3-7 -1-10-81-10-8 4-6-34-6-3 8-8-144-2-11 11-7-32-10-5 14-5-72-10-5 17-10-83-5-1 23-3-35-4-11 28-7-135-4-11 34-0-85-4-11 38-10-14-9-9 43-7-94-9-9 47-7-93-11-15 51-11-04-3-7 2-4-147-6-19-6-03-10-1411-6-05-10-142-0-011-6-07.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [4:0-6-0,0-2-4], [6:0-5-4,0-3-0], [7:0-6-0,0-2-4], [11:0-3-0,0-1-12], [13:0-5-8,0-3-0], [14:0-4-0,0-2-0], [18:0-6-4,0-3-0], [21:0-4-0,0-3-0], [23:0-3-12,0-3-0] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.42 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.40 0.12 (loc) 23-24 23-24 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 823 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E *Except* 11-22: 2x4 SPF No.2, 20-22,16-20: 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-4 max.): 4-6, 7-11, 13-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 32-33. WEBS 1 Row at midpt 14-16 REACTIONS. (size)16=0-5-8, 33=0-5-8 Max Horz 33=232(LC 11) Max Grav 16=7415(LC 38), 33=3158(LC 39) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3123/0, 3-4=-3902/0, 4-5=-4233/0, 5-6=-4232/0, 6-7=-5312/0, 7-8=-5364/0, 8-10=-5363/0, 10-11=-5677/0, 11-12=-6611/0, 12-13=-6967/0, 13-14=-8021/0, 15-16=-479/140, 2-33=-3087/0 BOT CHORD 31-32=0/2661, 30-31=0/3328, 29-30=0/5011, 27-29=0/5012, 25-27=0/4601, 24-25=0/5739, 23-24=0/5739, 11-23=0/2972, 19-21=0/8254, 18-19=0/8252, 17-18=0/5234, 16-17=0/5234 WEBS 3-32=-1244/0, 3-31=0/989, 4-31=-523/0, 4-30=0/2428, 5-30=-309/40, 6-30=-2092/0, 6-27=-954/25, 7-27=0/1033, 7-25=0/1496, 8-25=-583/61, 10-25=-988/0, 10-24=0/328, 10-23=-751/616, 21-23=0/6277, 12-23=-1036/353, 12-21=-538/904, 13-21=-3529/0, 13-19=-282/184, 13-18=-1280/81, 14-18=0/5865, 14-17=0/256, 14-16=-8601/0, 2-32=0/2909 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-2-0 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=52ft; 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 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) Unbalanced snow loads have been considered for this design. 7) 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. 8) Provide adequate drainage to prevent water ponding. Continued on page 2 October 19,2021 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 26482 Truss A08 Truss Type Piggyback Base Girder Qty 1 Ply 2 TODD COTTAGE Job Reference (optional) I48403011 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:12 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-I27tbVpoJ2Hge4kC91jbfkJAb4pupHsuEUbKfvySBKL NOTES- 9) All plates are MT20 plates unless otherwise indicated. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 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) 498 lb down and 58 lb up at 45-10-4, and 547 lb down and 228 lb up at 47-10-4, and 333 lb down and 213 lb up at 51-1-7 on top chord, and 4129 lb down at 44-7-12 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, 4-6=-60, 6-7=-60, 7-11=-60, 11-13=-60, 13-15=-60, 23-33=-20, 16-22=-20 Concentrated Loads (lb) Vert: 18=-4129(B) 14=-519 43=-458 46=-271 47=-297 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 26482 Truss A09 Truss Type Piggyback Base Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403012 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:15 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-jdp0EWrgczfEVXTnqAHIHMxdHIj70cQLwSp_GEySBKI Scale = 1:83.2 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 2829 30 31 32 33 34 3536 37 38 39 40 41 42 43 44 6x8 6x6 6x6 3x6 4x6 6x6 3x4 3x4 4x8 4x4 4x8 3x4 3x4 3x4 6x10 4x6 3x4 3x8 MT18HS 6x8 4x6 4x6 8-7-15 8-7-15 17-10-8 9-2-9 25-10-12 8-0-4 33-11-0 8-0-4 39-1-4 5-2-4 44-5-8 5-4-4 -1-10-8 1-10-8 4-5-11 4-5-11 8-7-15 4-2-3 14-4-8 5-8-9 17-10-8 3-6-0 23-3-3 5-4-11 28-7-13 5-4-11 34-0-8 5-4-11 39-1-4 5-0-12 44-5-8 5-4-4 2-4-147-5-89-6-011-6-05-5-12-0-011-6-07.00 12 Plate Offsets (X,Y)-- [4:0-5-8,0-2-0], [6:0-4-0,0-2-4], [10:0-4-0,0-2-4], [12:0-3-0,0-1-8], [13:Edge,0-1-8], [16:0-4-4,0-2-4] 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-S 0.76 0.84 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.54 0.18 (loc) 19-21 19-21 13 l/defl >999 >990 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 256 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 10-15: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-12 max.): 4-5, 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 5-21, 7-19, 7-17, 9-16, 11-14, 3-22, 12-13 REACTIONS. (size)13=Mechanical, 22=0-5-8 Max Horz 22=231(LC 15) Max Uplift 22=-11(LC 16) Max Grav 13=1955(LC 41), 22=2173(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2434/138, 4-5=-2108/142, 5-6=-3014/194, 6-7=-2597/184, 7-9=-2662/179, 9-10=-1883/167, 10-11=-2215/164, 11-12=-1381/126, 2-22=-465/129, 12-13=-1907/93 BOT CHORD 21-22=-165/1724, 19-21=-150/2992, 17-19=-104/2756, 16-17=-99/2516, 10-16=-6/793 WEBS 3-21=0/666, 4-21=0/868, 5-21=-1393/79, 5-19=-850/123, 6-19=-27/1227, 7-19=-317/44, 7-17=-331/68, 9-17=0/629, 9-16=-1250/58, 14-16=-63/1254, 11-16=0/1162, 11-14=-1484/135, 3-22=-2365/61, 12-14=-49/1619 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=44ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-10-8 to 2-6-14, Interior(1) 2-6-14 to 8-7-15, Exterior(2) 8-7-15 to 13-1-4, Interior(1) 13-1-4 to 17-10-8, Exterior(2) 17-10-8 to 22-3-14, Interior(1) 22-3-14 to 34-0-8, Exterior(2) 34-0-8 to 38-5-14, Interior(1) 38-5-14 to 44-3-12 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 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) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) The Fabrication Tolerance at joint 16 = 16% 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, with BCDL = 10.0psf. 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.October 19,2021 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 26482 Truss A10 Truss Type Piggyback Base Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403013 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:18 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-7CU9sYtZvu2pM?BMVIq?v?Z4HVmmD0VncQ2etZySBKF Scale = 1:83.5 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 2627 28 29 30 31 32 33 34 35 3637 38 39 40 41 42 43 44 6x8 6x6 6x6 3x6 3x8 MT18HS 4x6 6x6 3x4 3x4 4x8 6x6 4x8 3x4 3x4 3x4 6x10 4x6 6x6 6x8 4x6 4x6 6-1-1 6-1-1 11-9-10 5-8-9 17-10-8 6-0-14 25-10-12 8-0-4 33-11-0 8-0-4 39-1-4 5-2-4 44-5-8 5-4-4 -1-10-8 1-10-8 6-1-1 6-1-1 11-9-10 5-8-9 17-10-8 6-0-14 23-3-3 5-4-11 28-7-13 5-4-11 34-0-8 5-4-11 39-1-4 5-0-12 44-5-8 5-4-4 2-4-145-11-89-6-011-6-05-5-12-0-011-6-07.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-5-8,0-2-0], [5:0-3-0,0-2-5], [9:0-4-0,0-2-4], [11:Edge,0-1-12], [12:Edge,0-1-8], [15:0-4-4,0-2-4], [21:0-3-8,0-2-0] 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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.78 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.47 0.17 (loc) 16-18 15-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 252 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 9-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-4, 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 4-18, 6-18, 6-16, 8-15, 10-13, 11-12 REACTIONS. (size)22=0-5-8, 12=Mechanical Max Horz 22=231(LC 15) Max Uplift 22=-11(LC 16) Max Grav 22=2149(LC 41), 12=1979(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2300/116, 3-4=-3208/161, 4-5=-2953/179, 5-6=-2525/187, 6-8=-2614/175, 8-9=-1856/165, 9-10=-2183/164, 10-11=-1376/124, 2-22=-2090/164, 11-12=-1931/93 BOT CHORD 20-21=-136/1931, 18-20=-170/3239, 16-18=-102/2697, 15-16=-98/2475, 9-15=-6/757 WEBS 3-21=-561/76, 3-20=-58/1820, 4-20=-1193/107, 4-18=-989/99, 5-18=0/1114, 6-18=-393/97, 6-16=-301/68, 8-16=0/576, 8-15=-1223/57, 13-15=-63/1218, 10-15=0/1126, 10-13=-1463/135, 2-21=-5/2035, 11-13=-48/1597 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=44ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-10-8 to 2-6-14, Interior(1) 2-6-14 to 6-1-1, Exterior(2) 6-1-1 to 10-6-7, Interior(1) 10-6-7 to 17-10-8, Exterior(2) 17-10-8 to 22-3-14, Interior(1) 22-3-14 to 34-0-8, Exterior(2) 34-0-8 to 38-5-14, Interior(1) 38-5-14 to 44-3-12 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 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) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 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 26482 Truss A11 Truss Type Piggyback Base Girder Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403014 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:23 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-U9I2vGxhjQg6Sm4KIrQAc2G2pWVwuHvWmilPYmySBKA Scale = 1:80.9 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 14 28 2930 31 32 33 34 35 36 37 38 39 40 41 6x8 6x8 6x8 3x6 4x4 4x6 6x8 3x4 3x6 4x8 6x10 1.5x4 1.5x4 3x4 3x6 4x4 1.5x4 4x8 3x4 4x4 6x10 4x6 4x6 6x8 4x6 4x6 3-6-3 3-6-3 6-4-8 2-10-5 9-2-13 2-10-5 13-6-10 4-3-14 17-10-8 4-3-14 23-3-3 5-4-11 28-7-13 5-4-11 33-11-0 5-3-3 39-1-4 5-2-4 44-5-8 5-4-4 -1-10-8 1-10-8 3-6-3 3-6-3 6-4-8 2-10-5 9-2-13 2-10-5 13-6-10 4-3-14 17-10-8 4-3-14 23-3-3 5-4-11 28-7-13 5-4-11 34-0-8 5-4-11 39-1-4 5-0-12 44-5-8 5-4-4 2-4-144-5-89-6-011-6-05-5-12-0-011-6-07.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-6-0,0-2-4], [5:0-5-4,0-3-0], [7:0-6-0,0-2-4], [11:0-4-0,0-2-1], [13:Edge,0-1-12], [14:Edge,0-1-8], [17:0-6-12,0-4-0], [26:0-3-8,0-2-0] 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-S 0.53 0.65 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.38 0.17 (loc) 19-21 19-21 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 277 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 11-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-15 max.): 3-5, 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 26-27,15-16. 1 Row at midpt 11-17 WEBS 1 Row at midpt 6-21, 7-19, 8-19, 10-18, 12-15, 13-14 REACTIONS. (size)27=0-5-8, 14=Mechanical Max Horz 27=230(LC 11) Max Uplift 27=-133(LC 12) Max Grav 27=2081(LC 37), 14=1998(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1819/130, 3-4=-2638/101, 4-5=-2638/101, 5-6=-3325/69, 6-7=-2838/91, 7-8=-2642/87, 8-10=-2642/87, 10-11=-2445/82, 11-12=-2197/73, 12-13=-1390/63, 2-27=-2048/153, 13-14=-1950/9 BOT CHORD 25-26=-95/1560, 24-25=0/3518, 23-24=0/3516, 21-23=0/2848, 19-21=0/2436, 18-19=0/2441, 17-18=0/1879 WEBS 3-26=-872/0, 3-25=0/2001, 4-25=-321/39, 5-25=-1583/0, 5-23=-927/77, 6-23=0/733, 6-21=-1005/77, 7-21=-6/946, 7-19=-74/439, 8-19=-592/59, 10-19=-9/397, 10-18=-907/66, 11-18=-2/1109, 15-17=0/1206, 12-17=0/1161, 12-15=-1481/0, 2-26=-35/1801, 13-15=0/1574 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=44ft; 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 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) 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) 27=133. 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 October 19,2021 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 26482 Truss A11 Truss Type Piggyback Base Girder Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403014 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:24 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-yMrQ7byKUkoz4wfWsZxP9GpDZwr9dk9f?MVz5DySBK9 NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 154 lb up at 3-6-3 on top chord, and 40 lb down and 97 lb up at 3-6-3 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 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-7=-60, 7-11=-60, 11-13=-60, 17-27=-20, 14-16=-20 Concentrated Loads (lb) Vert: 3=47(B) 26=0(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 26482 Truss A12 Truss Type Piggyback Base Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403015 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:27 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-MxXYld_CnfAXxNN5XhV6muRl?7sBq4?6hKjdhYySBK6 Scale = 1:85.9 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 3x8 MT18HS 6x6 6x6 3x6 6x6 3x6 6x6 3x6 6x8 4x4 3x4 3x4 4x8 3x4 3x4 3x4 4x8 3x6 4x6 3x8 MT18HS 4x6 4x6 1-7-1 1-7-1 9-8-13 8-1-11 17-10-8 8-1-11 25-11-8 8-1-0 34-0-8 8-1-0 39-1-4 5-0-12 44-5-8 5-4-4 1-7-1 1-7-1 7-0-3 5-5-2 12-5-6 5-5-2 17-10-8 5-5-2 23-3-3 5-4-11 28-7-13 5-4-11 34-0-8 5-4-11 39-1-4 5-0-12 44-5-8 5-4-4 2-0-011-6-05-5-111-6-07.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-8], [6:0-4-0,0-2-4], [10:0-4-0,0-2-4], [12:0-3-0,0-1-8], [21:0-3-0,0-2-0] 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-S 0.45 0.69 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.40 0.12 (loc) 18-20 18-20 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 257 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 *Except* 7-18,9-15: 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-7 max.): 1-2, 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 5-18, 7-18, 7-17, 9-15, 11-14, 12-13 REACTIONS. (size)22=0-5-8, 13=Mechanical Max Horz 22=233(LC 15) Max Uplift 22=-119(LC 16) Max Grav 22=2480(LC 38), 13=2076(LC 82) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-2475/136, 1-2=-1839/73, 2-4=-2411/159, 4-5=-3078/149, 5-6=-2399/186, 6-7=-2009/182, 7-9=-2094/184, 9-10=-1541/178, 10-11=-1803/176, 11-12=-1481/121, 12-13=-2030/99 BOT CHORD 20-21=-196/2779, 18-20=-147/2481, 17-18=-92/2195, 15-17=-85/2022, 14-15=-73/1196 WEBS 1-21=-80/2950, 2-21=-1646/200, 4-21=-1188/141, 4-20=-346/106, 5-20=0/510, 5-18=-861/105, 6-18=-10/862, 7-18=-421/146, 7-17=-301/65, 9-17=0/597, 9-15=-1114/62, 10-15=-8/610, 11-15=0/746, 11-14=-1026/105, 12-14=-54/1639 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=44ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 1-7-1, Interior(1) 1-7-1 to 17-10-8, Exterior(2) 17-10-8 to 22-3-14, Interior(1) 22-3-14 to 34-0-8, Exterior(2) 34-0-8 to 38-5-14, Interior(1) 38-5-14 to 44-3-12 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 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) 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) 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) 22=119. 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) 370 lb down and 211 lb up at 0-11-2 on top chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 October 19,2021 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 26482 Truss A12 Truss Type Piggyback Base Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403015 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:27 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-MxXYld_CnfAXxNN5XhV6muRl?7sBq4?6hKjdhYySBK6 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-6=-60, 6-10=-60, 10-12=-60, 13-22=-20 Concentrated Loads (lb) Vert: 23=-325 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 26482 Truss A13 Truss Type Piggyback Base Girder Qty 1 Ply 2 TODD COTTAGE Job Reference (optional) I48403016 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:31 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-Fin3b?1jrugzQ?hsmXZ2xkcJpkJcmt0hcyhqqJySBK2 Scale = 1:92.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 31 32 33 34 35 36 37 38 39 40 41 42 43 44 6x8 6x6 6x8 3x8 MT18HS 6x8 6x8 4x6 4x6 4x6 4x8 3x4 4x8 4x8 4x8 4x6 6x10 6x6 6x8 6x6 6x8 6x8 4-8-4 4-8-4 9-1-0 4-4-12 13-5-12 4-4-12 17-10-8 4-4-12 23-3-12 5-5-4 28-7-4 5-3-8 34-0-8 5-5-4 38-10-1 4-9-9 43-7-9 4-9-9 44-7-12 1-0-3 47-7-9 2-11-13 51-11-0 4-3-7 4-8-44-8-4 9-1-04-4-12 13-5-124-4-12 17-10-84-4-12 23-3-125-5-4 28-7-45-3-8 34-0-85-5-4 38-10-14-9-9 43-7-94-9-9 47-7-93-11-15 51-11-04-3-7 1-0-145-10-1411-6-05-10-1411-6-07.00 12 Plate Offsets (X,Y)-- [7:0-6-0,0-2-4], [11:0-3-0,0-1-12], [13:0-5-8,0-3-0], [14:0-2-4,0-2-4], [15:0-1-12,0-1-8], [16:Edge,0-3-8], [17:0-3-12,0-1-12], [18:0-5-12,0-3-0] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.34 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.39 0.06 (loc) 20 20 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 845 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 7-9,13-15,9-11: 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 15-17: 2x4 SPF 1650F 1.5E SLIDER Left 2x4 SPF No.2 2-8-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-3 max.): 7-11, 13-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-16, 12-22 REACTIONS. (size)16=0-5-8, 1=0-3-8 Max Horz 1=238(LC 11) Max Grav 16=7669(LC 33), 1=3077(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-4718/0, 3-5=-4871/0, 5-6=-4631/0, 6-7=-4231/0, 7-8=-4324/0, 8-10=-4324/0, 10-11=-4744/0, 11-12=-5492/0, 12-13=-7152/0, 13-14=-8232/0, 14-15=-5447/0, 15-16=-7614/0 BOT CHORD 1-30=0/3829, 29-30=0/3829, 28-29=0/4181, 26-28=0/3893, 24-26=0/3632, 23-24=0/4689, 22-23=0/4689, 20-22=0/6097, 19-20=0/8520, 18-19=0/8531, 17-18=0/5447 WEBS 3-30=-293/21, 3-29=0/525, 5-28=-483/66, 6-28=-15/447, 6-26=-745/90, 7-26=-4/894, 7-24=0/1565, 8-24=-582/60, 10-24=-977/0, 10-23=0/251, 10-22=-594/724, 11-22=0/2404, 12-22=-3028/0, 12-20=0/2979, 13-20=-3769/0, 13-19=-118/518, 13-18=-1651/0, 14-18=0/5963, 14-17=-6613/0, 15-17=0/8941 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: 2x8 - 2 rows staggered at 0-2-0 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=52ft; 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 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) Unbalanced snow loads have been considered for this design. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) All plates are 3x6 MT20 unless otherwise indicated. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 October 19,2021 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 26482 Truss A13 Truss Type Piggyback Base Girder Qty 1 Ply 2 TODD COTTAGE Job Reference (optional) I48403016 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:31 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-Fin3b?1jrugzQ?hsmXZ2xkcJpkJcmt0hcyhqqJySBK2 NOTES- 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, with BCDL = 10.0psf. 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) 498 lb down and 58 lb up at 45-10-4, and 560 lb down and 236 lb up at 47-10-4, and 333 lb down and 213 lb up at 51-1-7 on top chord, and 4507 lb down at 44-7-12 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: 1-7=-60, 7-11=-60, 11-13=-60, 13-15=-60, 1-16=-20 Concentrated Loads (lb) Vert: 18=-4507(F) 14=-532 38=-458 40=-271 41=-297 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 26482 Truss B01 Truss Type Piggyback Base Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403017 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:33 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-B5up?g3zNVxhfIrFtybW09hf4YvyEon_3GAxvBySBK0 Scale = 1:68.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 27 28 29 4x8 6x6 3x6 6x6 6x10 6x6 6x6 3x6 3x4 1.5x4 3x4 4x8 3x4 4x4 4x4 3x6 6x10 6x6 3x6 9-1-0 9-1-0 17-10-8 8-9-8 25-11-8 8-1-0 34-0-8 8-1-0 36-11-8 2-11-0 6-1-13 6-1-13 12-0-3 5-10-5 17-10-8 5-10-5 23-3-3 5-4-11 28-7-13 5-4-11 34-0-8 5-4-11 36-11-8 2-11-0 1-0-1411-6-09-9-911-6-07.00 12 Plate Offsets (X,Y)-- [4:0-4-0,Edge], [6:0-4-0,0-2-4], [10:0-4-0,0-2-4], [11:0-2-12,0-2-0], [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 0.93 0.67 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.43 0.08 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 228 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 1-4: 2x4 SP DSS BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 7-16,9-13: 2x4 SPF 1650F 1.5E SLIDER Left 2x8 SP 2400F 2.0E 3-8-9 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-6-2 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-16, 7-14, 9-13, 10-13 2 Rows at 1/3 pts 11-12 REACTIONS. (size)1=0-3-8, 12=0-3-8 Max Horz 1=287(LC 15) Max Grav 1=1700(LC 36), 12=1814(LC 43) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2612/98, 3-5=-2404/124, 5-6=-1769/169, 6-7=-1455/169, 7-9=-1295/164, 9-10=-521/149, 10-11=-618/169, 11-12=-1826/93 BOT CHORD 1-18=-297/2170, 16-18=-245/1960, 14-16=-166/1473, 13-14=-140/1133 WEBS 5-18=0/391, 5-16=-863/105, 6-16=0/548, 7-16=-45/483, 7-14=-611/106, 9-14=-8/933, 9-13=-1502/114, 11-13=-105/1630 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=37ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-8-6, Interior(1) 3-8-6 to 17-10-8, Exterior(2) 17-10-8 to 23-3-3, Interior(1) 23-3-3 to 34-0-8, Exterior(2) 34-0-8 to 36-9-12 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) 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. October 19,2021 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 26482 Truss B02 Truss Type Piggyback Base Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403018 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:39 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-0EF5Gk8kyLhqNDIOECiwGQxgdzz6eTXtRBdF5rySBJw Scale = 1:83.0 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 2930 3132 33 34 35 36 37 6x8 6x6 6x10 6x8 3x6 6x6 3x4 4x6 6x6 6x6 3x4 3x6 4x8 3x4 4x4 4x4 6x6 6x8 6x6 4x8 3x6 3-1-11 3-1-11 5-1-11 2-0-0 12-6-2 7-4-6 19-10-8 7-4-6 27-11-8 8-1-0 36-0-8 8-1-0 38-11-8 2-11-0 -1-10-8 1-10-8 3-1-11 3-1-11 5-1-11 2-0-0 12-6-2 7-4-6 19-10-8 7-4-6 25-3-3 5-4-11 30-7-13 5-4-11 36-0-8 5-4-11 38-11-8 2-11-0 1-0-142-10-1411-6-09-9-911-6-07.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-4], [6:0-4-6,Edge], [7:0-4-8,0-2-0], [11:0-4-0,0-2-4], [12:0-2-12,0-2-0], [13:Edge,0-3-8], [14:0-1-8,0-3-0] 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 0.99 0.62 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.32 0.09 (loc) 15-17 15-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 236 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 *Except* 8-17,10-14: 2x4 SPF 1650F 1.5E, 2-22: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-10-1 max.): 3-4, 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22. WEBS 1 Row at midpt 5-17, 8-15, 10-14, 11-14 2 Rows at 1/3 pts 12-13 REACTIONS. (size)22=0-3-8, 13=0-3-8 Max Horz 22=300(LC 15) Max Uplift 22=-35(LC 16) Max Grav 22=2138(LC 41), 13=1872(LC 117) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2287/69, 3-4=-3021/79, 4-5=-2879/107, 5-7=-1943/162, 7-8=-1548/167, 8-10=-1352/160, 10-11=-535/148, 11-12=-634/167, 12-13=-1881/86, 2-22=-2090/147 BOT CHORD 21-22=-344/380, 20-21=-331/1867, 19-20=-306/3107, 17-19=-247/2424, 15-17=-160/1542, 14-15=-133/1176 WEBS 3-21=-551/18, 3-20=-23/2027, 4-20=-1544/100, 4-19=-805/62, 5-19=0/477, 5-17=-1201/96, 7-17=0/580, 8-17=-37/598, 8-15=-699/107, 10-15=-7/1009, 10-14=-1570/106, 12-14=-98/1678, 2-21=-63/1981 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) -1-10-8 to 2-0-4, Interior(1) 2-0-4 to 3-1-11, Exterior(2) 3-1-11 to 5-1-11, Interior(1) 5-1-11 to 19-10-8, Exterior(2) 19-10-8 to 23-9-4, Interior(1) 23-9-4 to 36-0-8, Exterior(2) 36-0-8 to 38-9-12 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 120 lb up at 3-1-11 on top chord, and 6 lb down and 6 lb up at 3-1-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 October 19,2021 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 26482 Truss B02 Truss Type Piggyback Base Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403018 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:39 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-0EF5Gk8kyLhqNDIOECiwGQxgdzz6eTXtRBdF5rySBJw NOTES- 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-7=-60, 7-11=-60, 11-12=-60, 13-22=-20 Concentrated Loads (lb) Vert: 3=34(F) 21=1(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 26482 Truss B03 Truss Type Piggyback Base Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403019 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:43 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-u0Vb65BE0aBGsrcAT2nsQG5MdaLDaJgSMpbTFcySBJs Scale = 1:82.2 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 262728 2930 31 32 33 34 35 36 6x8 6x6 6x6 3x6 6x6 3x4 4x6 4x8 6x6 3x4 3x6 4x8 3x4 4x4 4x4 4x8 3x8 MT18HS 6x8 6x6 4x6 5-8-9 5-8-9 7-8-9 2-0-0 13-9-9 6-0-15 19-10-8 6-0-15 27-11-8 8-1-0 36-0-8 8-1-0 38-11-8 2-11-0 -1-10-8 1-10-8 5-8-9 5-8-9 7-8-9 2-0-0 13-9-9 6-0-15 19-10-8 6-0-15 25-3-3 5-4-11 30-7-13 5-4-11 36-0-8 5-4-11 38-11-8 2-11-0 1-0-144-4-1411-6-09-9-911-6-07.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-4], [6:0-4-0,0-2-4], [10:0-4-0,0-2-4], [11:0-2-12,0-2-0], [13:0-4-0,0-2-12], [20:0-3-8,0-2-0] 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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.99 0.61 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -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: 244 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 *Except* 7-16,9-13: 2x4 SPF 1650F 1.5E, 2-21: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-3 max.): 3-4, 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-14, 9-13, 10-13 2 Rows at 1/3 pts 11-12 REACTIONS. (size)21=0-3-8, 12=0-3-8 Max Horz 21=300(LC 15) Max Uplift 21=-14(LC 16) Max Grav 21=2180(LC 41), 12=1882(LC 52) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2654/64, 3-4=-2689/85, 4-5=-2615/117, 5-6=-1900/166, 6-7=-1563/166, 7-9=-1363/159, 9-10=-538/147, 10-11=-637/167, 2-21=-2117/137, 11-12=-1892/87 BOT CHORD 20-21=-385/520, 19-20=-293/2180, 18-19=-279/2770, 16-18=-235/2236, 14-16=-161/1555, 13-14=-133/1184 WEBS 3-19=-27/1350, 4-19=-1158/73, 4-18=-705/54, 5-18=0/550, 5-16=-1109/92, 6-16=0/600, 7-16=-36/576, 7-14=-694/109, 9-14=-8/1009, 9-13=-1582/106, 2-20=0/1925, 11-13=-99/1687 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) -1-10-8 to 2-0-4, Interior(1) 2-0-4 to 5-8-9, Exterior(2) 5-8-9 to 7-8-9, Interior(1) 7-8-9 to 19-10-8, Exterior(2) 19-10-8 to 23-9-4, Interior(1) 23-9-4 to 36-0-8, Exterior(2) 36-0-8 to 38-9-12 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) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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) 21. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 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 26482 Truss B04 Truss Type Piggyback Base Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403020 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:46 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-IbBkk7D7JVZrjIKk8AKZ2vjzNnJ5ngCv2nq7rxySBJp Scale = 1:82.2 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 2627 2829 30 31 32 33 34 35 36 6x6 6x8 6x6 3x6 6x6 4x8 4x8 6x6 4x4 3x6 4x8 3x4 4x4 4x4 3x4 3x8 MT18HS 3x8 MT18HS 6x8 6x6 3x6 8-3-7 8-3-7 10-3-7 2-0-0 19-10-8 9-7-1 27-11-8 8-1-0 36-0-8 8-1-0 38-11-8 2-11-0 -1-10-8 1-10-8 4-3-7 4-3-7 8-3-7 3-11-15 10-3-7 2-0-0 15-0-15 4-9-9 19-10-8 4-9-9 25-3-3 5-4-11 30-7-13 5-4-11 36-0-8 5-4-11 38-11-8 2-11-0 1-0-145-10-1411-6-09-9-911-6-07.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [5:0-5-4,0-3-0], [7:0-4-0,0-2-4], [11:0-4-0,0-2-4], [12:0-2-12,0-2-0], [14:0-2-0,0-2-12] 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 0.64 0.79 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.60 0.09 (loc) 17-19 17-19 13 l/defl >999 >777 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 247 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 *Except* 8-17,10-14,12-13: 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-7 max.): 4-5, 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 8-15, 10-14, 11-14, 3-21, 12-13 REACTIONS. (size)21=0-3-8, 13=0-3-8 Max Horz 21=299(LC 15) Max Uplift 21=-12(LC 16) Max Grav 21=2186(LC 41), 13=1915(LC 52) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-300/20, 3-4=-2570/88, 4-5=-2174/92, 5-6=-3013/164, 6-7=-1917/169, 7-8=-1629/164, 8-10=-1392/161, 10-11=-548/147, 11-12=-649/168, 2-21=-537/88, 12-13=-1929/88 BOT CHORD 20-21=-342/2192, 19-20=-255/2614, 17-19=-239/2100, 15-17=-163/1596, 14-15=-136/1206 WEBS 4-20=0/1023, 5-20=-1133/14, 5-19=-736/111, 6-19=-37/1043, 6-17=-1013/123, 7-17=-7/657, 8-17=-30/572, 8-15=-701/106, 10-15=-12/1023, 10-14=-1611/110, 3-21=-2520/97, 12-14=-99/1721 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) -1-10-8 to 2-0-4, Interior(1) 2-0-4 to 8-3-7, Exterior(2) 8-3-7 to 10-3-7, Interior(1) 10-3-7 to 19-10-8, Exterior(2) 19-10-8 to 23-9-4, Interior(1) 23-9-4 to 36-0-8, Exterior(2) 36-0-8 to 38-9-12 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) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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) 21. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.October 19,2021 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 26482 Truss B05 Truss Type Piggyback Base Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403021 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:50 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-BMQFaUGdNj4HCveWN0PVCluYbPkyjUIUzPoL_iySBJl Scale = 1:82.2 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 293031 3233 34 35 36 37 38 6x8 6x8 6x6 3x6 6x6 3x4 4x6 3x6 4x8 3x4 4x4 4x8 3x4 4x4 4x4 3x8 MT18HS 6x8 6x6 4x8 3x6 5-6-14 5-6-14 10-10-5 5-3-6 12-10-5 2-0-0 19-10-8 7-0-3 27-11-8 8-1-0 36-0-8 8-1-0 38-11-8 2-11-0 -1-10-8 1-10-8 5-6-14 5-6-14 10-10-5 5-3-6 12-10-5 2-0-0 19-10-8 7-0-3 25-3-3 5-4-11 30-7-13 5-4-11 36-0-8 5-4-11 38-11-8 2-11-0 1-0-147-4-1411-6-09-9-911-6-07.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-4], [6:0-4-0,0-2-4], [10:0-4-0,0-2-4], [11:0-2-12,0-2-0], [13:0-4-0,0-2-12], [20:0-3-8,0-2-0] 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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 1.00 0.60 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.30 0.07 (loc) 14-16 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 252 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 5-6: 2x4 SP DSS BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 7-16,9-13: 2x4 SPF 1650F 1.5E, 2-21: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-10 max.): 4-5, 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21. WEBS 1 Row at midpt 5-16, 7-14, 9-13, 10-13 2 Rows at 1/3 pts 11-12 REACTIONS. (size)21=0-3-8, 12=0-3-8 Max Horz 21=300(LC 15) Max Uplift 21=-14(LC 16) Max Grav 21=2153(LC 41), 12=1897(LC 52) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2715/61, 3-4=-2424/117, 4-5=-2164/125, 5-6=-1879/161, 6-7=-1592/170, 7-9=-1379/161, 9-10=-543/148, 10-11=-643/167, 11-12=-1907/90, 2-21=-2093/131 BOT CHORD 20-21=-352/464, 19-20=-308/2264, 18-19=-259/2049, 16-18=-253/2262, 14-16=-165/1572, 13-14=-137/1195 WEBS 3-19=-330/62, 4-19=-14/261, 4-18=-20/886, 5-18=-689/89, 5-16=-1018/97, 6-16=0/592, 7-16=-43/580, 7-14=-674/111, 9-14=-11/990, 9-13=-1598/111, 11-13=-102/1700, 2-20=-19/2048 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) -1-10-8 to 2-0-4, Interior(1) 2-0-4 to 10-10-5, Exterior(2) 10-10-5 to 12-10-5, Interior(1) 12-10-5 to 19-10-8, Exterior(2) 19-10-8 to 23-9-4, Interior(1) 23-9-4 to 36-0-8, Exterior(2) 36-0-8 to 38-9-12 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) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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) 21. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.October 19,2021 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 26482 Truss B06 Truss Type Roof Special Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403022 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:53 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-bx6NCWIWfeSr3NM528yCqNW8TclVwoixfN0?b1ySBJi Scale = 1:83.0 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 3132 3334 35 36 37 38 39 40 3x6 5x12 MT18HS 6x6 6x6 3x6 6x6 3x4 3x6 3x6 4x8 3x4 3x4 4x8 3x4 4x4 4x4 3x8 MT18HS 6x8 6x6 6x8 4x6 6-10-5 6-10-5 13-5-2 6-6-13 15-5-2 2-0-0 19-10-8 4-5-6 27-11-8 8-1-0 36-0-8 8-1-0 38-11-8 2-11-0 -1-10-8 1-10-8 6-10-5 6-10-5 13-5-2 6-6-13 15-5-2 2-0-0 19-10-8 4-5-6 25-3-3 5-4-11 30-7-13 5-4-11 36-0-8 5-4-11 38-11-8 2-11-0 1-0-148-10-1411-6-09-9-911-6-07.00 12 Plate Offsets (X,Y)-- [5:0-7-12,0-1-8], [7:0-4-0,0-2-4], [11:0-4-0,0-2-4], [12:0-2-12,0-2-0], [14:0-4-0,0-2-12], [21:0-3-8,0-2-0] 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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.61 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.32 0.07 (loc) 15-17 15-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 258 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 *Except* 12-13: 2x4 SPF 1650F 1.5E, 2-22: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-11 max.): 5-6, 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-20, 6-19, 6-17, 8-15, 11-14, 12-13 2 Rows at 1/3 pts 10-14 REACTIONS. (size)22=0-3-8, 13=0-3-8 Max Horz 22=300(LC 15) Max Uplift 22=-14(LC 16) Max Grav 22=2049(LC 41), 13=1900(LC 52) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2751/70, 3-5=-2259/133, 5-6=-1871/145, 6-7=-1841/174, 7-8=-1592/171, 8-10=-1384/162, 10-11=-544/148, 11-12=-644/169, 12-13=-1909/93, 2-22=-1981/137 BOT CHORD 21-22=-366/537, 20-21=-298/2275, 19-20=-239/1873, 17-19=-234/1945, 15-17=-168/1576, 14-15=-138/1197 WEBS 3-20=-578/73, 5-20=0/453, 5-19=-31/629, 6-19=-566/45, 6-17=-942/102, 7-17=-5/616, 8-17=-41/539, 8-15=-679/116, 10-15=-14/994, 10-14=-1601/113, 12-14=-104/1703, 2-21=0/1943 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) -1-10-8 to 2-0-4, Interior(1) 2-0-4 to 13-5-2, Exterior(2) 13-5-2 to 15-5-2, Interior(1) 15-5-2 to 19-10-8, Exterior(2) 19-10-8 to 23-9-4, Interior(1) 23-9-4 to 36-0-8, Exterior(2) 36-0-8 to 38-9-12 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) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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) 22. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 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 26482 Truss B07 Truss Type Half Hip Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403023 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:55 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-YJD8dCKmBGiZIhWTAZ?gvobSOQSdOlND7hV6gwySBJg Scale = 1:75.0 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 3x6 6x8 4x8 6x6 3x8 MT18HS3x4 4x6 3x6 4x6 4x6 3x4 4x8 4x4 6x6 3x6 6x8 7-9-9 7-9-9 15-3-10 7-6-1 23-2-14 7-11-3 31-0-5 7-9-7 38-11-8 7-11-3 -1-10-8 1-10-8 7-9-9 7-9-9 15-3-10 7-6-1 23-2-14 7-11-3 31-0-5 7-9-7 38-11-8 7-11-3 1-0-1410-0-07.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-11] 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 0.57 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.36 0.06 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 230 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 5-7,7-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 9-10,5-13,8-13,9-11: 2x4 SPF 1650F 1.5E 5-14,2-17: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-6 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 3-14, 5-13, 6-13, 8-11 REACTIONS. (size)10=0-3-8, 17=0-3-8 Max Horz 17=276(LC 15) Max Uplift 17=-14(LC 16) Max Grav 10=2189(LC 33), 17=1872(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2526/79, 3-5=-2130/145, 5-6=-2045/163, 6-8=-2043/162, 8-9=-1452/144, 9-10=-2120/140, 2-17=-1796/144 BOT CHORD 16-17=-377/611, 14-16=-292/2105, 13-14=-219/1827, 11-13=-132/1452 WEBS 3-14=-707/91, 5-14=0/627, 5-13=-256/407, 6-13=-887/132, 8-13=-77/939, 8-11=-1615/202, 9-11=-118/2291, 2-16=0/1735 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) -1-10-8 to 2-0-4, Interior(1) 2-0-4 to 15-3-10, Exterior(2) 15-3-10 to 20-9-12, Interior(1) 20-9-12 to 38-9-12 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) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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) 17. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 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 26482 Truss B08 Truss Type Half Hip Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403024 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:57 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-UiLu2uM0jtyHX_gsH_18_DhptD4EsaWWa?_CkoySBJe Scale = 1:71.9 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 3x6 6x8 3x6 3x4 3x8 MT18HS3x4 4x8 3x6 4x8 4x8 3x4 3x4 3x4 6x6 6x6 6x8 4x6 6-6-2 6-6-2 12-8-13 6-2-10 21-9-14 9-1-1 30-10-15 9-1-1 40-3-8 9-4-9 -1-10-8 1-10-8 6-6-2 6-6-2 12-8-13 6-2-10 19-6-9 6-9-13 26-4-6 6-9-13 33-2-3 6-9-13 40-3-8 7-1-5 1-0-148-6-07.00 12 Plate Offsets (X,Y)-- [5:0-5-8,0-2-0], [10:Edge,0-1-8], [17:0-3-8,0-2-0] 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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.82 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.48 0.11 (loc) 14-16 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 200 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 *Except* 2-18: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-13 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 6-16, 6-14, 7-12 2 Rows at 1/3 pts 9-11 REACTIONS. (size)11=0-3-8, 18=0-3-8 Max Horz 18=237(LC 13) Max Uplift 18=-15(LC 16) Max Grav 11=2221(LC 33), 18=1900(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2475/83, 3-5=-2427/139, 5-6=-2071/144, 6-7=-2519/148, 7-9=-1882/126, 10-11=-310/51, 2-18=-1833/146 BOT CHORD 17-18=-312/470, 16-17=-279/2119, 14-16=-203/2565, 12-14=-169/2334, 11-12=-127/1572 WEBS 3-16=-539/83, 5-16=0/823, 6-16=-805/42, 7-14=-5/445, 7-12=-966/106, 9-12=0/1214, 9-11=-2398/119, 2-17=-18/1915 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-10-8 to 2-1-14, Interior(1) 2-1-14 to 12-8-13, Exterior(2) 12-8-13 to 18-5-3, Interior(1) 18-5-3 to 40-1-12 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 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 26482 Truss B09 Truss Type Half Hip Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403025 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:57:59 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-Q5TfTZNHFUC?nIqEPP3c3em641nAJZop2ITJphySBJc Scale = 1:73.4 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 5x12 MT18HS 3x6 6x8 3x8 MT18HS3x6 3x6 3x6 4x8 3x4 4x4 3x4 1.5x4 4x4 6x8 4x6 4x6 3x6 3x6 5-2-11 5-2-11 10-1-15 4-11-3 17-9-3 7-7-4 25-2-11 7-5-8 32-8-4 7-5-8 40-3-8 7-7-4 -1-10-8 1-10-8 5-2-11 5-2-11 10-1-15 4-11-3 17-9-3 7-7-4 25-2-11 7-5-8 32-8-4 7-5-8 40-3-8 7-7-4 1-0-147-0-07.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-9-0,0-1-12], [12:0-1-12,0-1-8], [18:0-3-8,0-2-0] 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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.96 0.66 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.39 0.10 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 198 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 4-6: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. WEBS 1 Row at midpt 10-11, 5-14, 9-12 REACTIONS. (size)11=0-3-8, 19=0-3-8 Max Horz 19=196(LC 13) Max Uplift 19=-14(LC 16) Max Grav 11=2224(LC 33), 19=1893(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2543/83, 3-4=-2634/133, 4-5=-3176/162, 5-7=-2965/150, 7-9=-2965/150, 9-10=-2052/125, 10-11=-2154/119, 2-19=-1835/143 BOT CHORD 18-19=-255/356, 17-18=-251/2151, 15-17=-197/2260, 14-15=-191/3176, 12-14=-115/2052 WEBS 3-18=-254/64, 3-17=-321/169, 4-17=0/364, 4-15=-37/1221, 5-15=-655/117, 5-14=-301/42, 7-14=-486/99, 9-14=-59/1228, 9-12=-1662/167, 10-12=-96/2720, 2-18=-27/2037 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-10-8 to 2-1-14, Interior(1) 2-1-14 to 10-1-15, Exterior(2) 10-1-15 to 15-10-5, Interior(1) 15-10-5 to 40-1-12 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) The Fabrication Tolerance at joint 4 = 16% 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 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 26482 Truss B10 Truss Type Half Hip Girder Qty 1 Ply 2 TODD COTTAGE Job Reference (optional) I48403026 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:11 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-4OBB_gWoQAjID8lY6wHQZAGKws_I71NaoANyE_ySBJQ Scale = 1:71.0 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 2526 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 6x8 6x6 3x4 6x6 4x6 4x6 3x4 4x4 3x4 3x4 3x4 3x4 3x4 6x8 3-11-5 3-11-5 7-7-1 3-7-13 13-1-10 5-6-9 18-6-7 5-4-13 23-11-5 5-4-13 29-4-2 5-4-13 34-8-15 5-4-13 40-3-8 5-6-9 -1-10-8 1-10-8 3-11-5 3-11-5 7-7-1 3-7-13 13-1-10 5-6-9 18-6-7 5-4-13 23-11-5 5-4-13 29-4-2 5-4-13 34-8-15 5-4-13 40-3-8 5-6-9 1-0-145-6-07.00 12 Plate Offsets (X,Y)-- [5:0-5-4,0-3-0] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.19 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.22 0.06 (loc) 18-19 18-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 581 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-2-14 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.): 5-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 2=0-3-8 Max Horz 2=144(LC 44) Max Uplift 14=-331(LC 12), 2=-305(LC 12) Max Grav 14=3116(LC 29), 2=2992(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4229/436, 4-5=-4185/445, 5-6=-5214/539, 6-7=-5213/539, 7-9=-5625/573, 9-10=-5625/573, 10-12=-2815/301, 12-13=-2815/301, 13-14=-2999/387 BOT CHORD 2-23=-378/3370, 22-23=-378/3370, 21-22=-375/3658, 19-21=-548/5851, 18-19=-548/5851, 16-18=-448/4652, 15-16=-448/4652 WEBS 4-22=-123/370, 5-22=-7/316, 5-21=-180/2097, 6-21=-647/194, 7-21=-873/82, 7-19=0/365, 7-18=-309/36, 9-18=-506/180, 10-18=-125/1330, 10-16=0/364, 10-15=-2513/247, 12-15=-697/210, 13-15=-347/3823 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 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=40ft; 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 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) 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=331, 2=305. Continued on page 2 October 19,2021 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 26482 Truss B10 Truss Type Half Hip Girder Qty 1 Ply 2 TODD COTTAGE Job Reference (optional) I48403026 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:11 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-4OBB_gWoQAjID8lY6wHQZAGKws_I71NaoANyE_ySBJQ NOTES- 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) 92 lb down and 82 lb up at 7-7-1, 100 lb down and 79 lb up at 9-7-13, 100 lb down and 79 lb up at 11-7-13, 100 lb down and 79 lb up at 13-7-13, 100 lb down and 79 lb up at 15-7-13, 100 lb down and 79 lb up at 17-7-13, 100 lb down and 79 lb up at 19-7-13, 100 lb down and 79 lb up at 21-7-13, 100 lb down and 79 lb up at 23-7-13, 100 lb down and 79 lb up at 25-7-13, 100 lb down and 79 lb up at 27-7-13, 100 lb down and 79 lb up at 29-7-13, 100 lb down and 79 lb up at 31-7-13, 100 lb down and 79 lb up at 33-7-13, 100 lb down and 79 lb up at 35-7-13, 100 lb down and 79 lb up at 37-7-13, and 108 lb down and 74 lb up at 39-7-13, and 117 lb down and 68 lb up at 40-1-12 on top chord, and 201 lb down and 54 lb up at 3-7-13, 180 lb down and 61 lb up at 5-7-13, 58 lb down at 7-7-13, 58 lb down at 9-7-13, 58 lb down at 11-7-13, 58 lb down at 13-7-13, 58 lb down at 15-7-13, 58 lb down at 17-7-13, 58 lb down at 19-7-13, 58 lb down at 21-7-13, 58 lb down at 23-7-13, 58 lb down at 25-7-13, 58 lb down at 27-7-13, 58 lb down at 29-7-13, 58 lb down at 31-7-13, 58 lb down at 33-7-13, 58 lb down at 35-7-13, and 58 lb down at 37-7-13, and 68 lb down at 39-7-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-13=-60, 2-14=-20 Concentrated Loads (lb) Vert: 5=-72(B) 8=-72(B) 13=-104(B) 23=-201(B) 22=-35(B) 9=-72(B) 18=-35(B) 11=-72(B) 24=-72(B) 27=-72(B) 28=-72(B) 30=-72(B) 31=-72(B) 33=-72(B) 35=-72(B) 36=-72(B) 38=-72(B) 39=-72(B) 40=-72(B) 41=-72(B) 42=-87(B) 43=-180(B) 44=-35(B) 45=-35(B) 46=-35(B) 47=-35(B) 48=-35(B) 49=-35(B) 50=-35(B) 51=-35(B) 52=-35(B) 53=-35(B) 54=-35(B) 55=-35(B) 56=-35(B) 57=-35(B) 58=-40(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 26482 Truss C01 Truss Type Hip Girder Qty 1 Ply 2 TODD COTTAGE Job Reference (optional) I48403027 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:15 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-yARiq2ZJUPDkil2JLmMMj0Q22UPJ3xDAjoL9NmySBJM Scale = 1:42.6 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 4x8 3x4 4x8 3x6 3x4 4x6 3x4 4x8 1.5x4 3x4 4x8 1.5x4 4x8 3x4 3x6 3x4 2-8-0 2-8-0 7-3-10 4-7-10 11-9-8 4-5-14 16-3-6 4-5-14 20-11-0 4-7-10 23-7-0 2-8-0 -1-10-8 1-10-8 2-8-0 2-8-0 7-3-10 4-7-10 11-9-8 4-5-14 16-3-6 4-5-14 20-11-0 4-7-10 23-7-0 2-8-0 3-0-05-0-03-0-05-0-09.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0], [8:0-6-0,0-2-0] 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 0.12 0.06 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.04 0.01 (loc) 13 13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 303 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E 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.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. REACTIONS. (size)17=0-3-8, 10=0-3-8 Max Horz 17=117(LC 9) Max Uplift 17=-547(LC 10), 10=-508(LC 7) Max Grav 17=1368(LC 1), 10=1235(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-875/430, 3-4=-1355/566, 4-5=-1355/566, 5-7=-1363/560, 7-8=-1364/560, 8-9=-878/406, 2-17=-1357/567, 9-10=-1220/524 BOT CHORD 15-16=-340/673, 13-15=-639/1592, 12-13=-639/1592, 11-12=-319/662 WEBS 3-16=-475/47, 3-15=-336/1029, 4-15=-371/91, 5-15=-340/115, 5-13=-85/264, 5-12=-328/111, 7-12=-367/90, 8-12=-351/1010, 8-11=-482/69, 2-16=-404/945, 9-11=-431/937 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=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) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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) except (jt=lb) 17=547, 10=508. 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 October 19,2021 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 26482 Truss C01 Truss Type Hip Girder Qty 1 Ply 2 TODD COTTAGE Job Reference (optional) I48403027 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:15 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-yARiq2ZJUPDkil2JLmMMj0Q22UPJ3xDAjoL9NmySBJM NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 37 lb up at 2-8-0, 62 lb down and 33 lb up at 4-9-5, 62 lb down and 33 lb up at 6-9-5, 62 lb down and 33 lb up at 8-9-5, 56 lb down and 33 lb up at 10-9-5, 62 lb down and 33 lb up at 12-9-5, 62 lb down and 33 lb up at 14-9-5, 62 lb down and 33 lb up at 16-9-5, and 62 lb down and 33 lb up at 18-9-5, and 55 lb down and 37 lb up at 20-11-0 on top chord, and 185 lb down and 255 lb up at 2-8-0, 56 lb down and 69 lb up at 4-9-5, 56 lb down and 69 lb up at 6-9-5, 56 lb down and 69 lb up at 8-9-5, 56 lb down and 69 lb up at 10-9-5, 56 lb down and 69 lb up at 12-9-5, 56 lb down and 69 lb up at 14-9-5, 56 lb down and 69 lb up at 16-9-5, and 56 lb down and 69 lb up at 18-9-5, and 185 lb down and 255 lb up at 20-9-5 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, 2-3=-60, 3-8=-60, 8-9=-60, 10-17=-20 Concentrated Loads (lb) Vert: 3=-33(B) 6=-33(B) 8=-33(B) 16=-72(B) 11=-72(B) 18=-33(B) 19=-33(B) 20=-33(B) 21=-33(B) 22=-33(B) 23=-33(B) 24=-33(B) 25=-18(B) 26=-18(B) 27=-18(B) 28=-18(B) 29=-18(B) 30=-18(B) 31=-18(B) 32=-18(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 26482 Truss C02 Truss Type Hip Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403028 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:18 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-Ml6qS3cBnKbIZDnu0uv3Lf2RZhLsGFxcPmaq_4ySBJJ Scale = 1:42.4 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 20 4x8 4x8 3x6 1.5x4 3x4 3x4 4x8 1.5x4 3x4 3x6 1.5x4 4-2-11 4-2-11 11-9-8 7-6-13 19-4-5 7-6-13 23-7-0 4-2-11 -1-10-8 1-10-8 4-2-11 4-2-11 11-9-8 7-6-13 19-4-5 7-6-13 23-7-0 4-2-11 3-0-06-2-03-0-06-2-09.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0], [5:0-6-0,0-2-0] 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-S 0.55 0.32 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.12 0.01 (loc) 9-11 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 116 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS. (size)12=0-3-8, 7=0-3-8 Max Horz 12=137(LC 13) Max Uplift 12=-25(LC 14) Max Grav 12=1058(LC 1), 7=926(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-770/90, 3-4=-992/113, 4-5=-992/113, 5-6=-775/79, 2-12=-1032/122, 6-7=-898/69 BOT CHORD 9-11=-56/599, 8-9=-38/573 WEBS 3-9=-36/581, 4-9=-523/129, 5-9=-38/569, 2-11=0/689, 6-8=-17/675 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 4-2-11, Exterior(2) 4-2-11 to 8-5-9, Interior(1) 8-5-9 to 19-4-5, Exterior(2) 19-4-5 to 23-5-4 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) 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) 12. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 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 26482 Truss C03 Truss Type Hip Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403029 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:20 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-J7EbtldSIxs0oWxH7JxXQ48qVV3lk8svt43w2zySBJH Scale = 1:47.5 1 2 3 4 5 6 12 11 10 9 8 7 1314 15 16 17 18 19 20 21 22 4x8 4x8 4x4 3x4 3x4 3x4 4x8 1.5x4 3x4 4x4 3x4 5-9-5 5-9-5 11-9-8 6-0-3 17-9-11 6-0-3 23-7-0 5-9-5 -1-10-8 1-10-8 5-9-5 5-9-5 11-9-8 6-0-3 17-9-11 6-0-3 23-7-0 5-9-5 3-0-07-4-03-0-07-4-09.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-12], [3:0-6-0,0-2-0], [5:0-6-0,0-2-0], [6:0-1-0,0-1-12] 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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.23 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.01 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS. (size)12=0-3-8, 7=0-3-8 Max Horz 12=156(LC 13) Max Uplift 12=-25(LC 14) Max Grav 12=1058(LC 1), 7=926(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-835/97, 3-4=-800/121, 4-5=-800/121, 5-6=-838/89, 2-12=-1007/133, 6-7=-874/80 BOT CHORD 9-11=-45/637, 8-9=-30/605 WEBS 3-9=-29/383, 4-9=-407/97, 5-9=-29/373, 2-11=0/648, 6-8=-1/637 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 5-9-5, Exterior(2) 5-9-5 to 10-0-4, Interior(1) 10-0-4 to 17-9-11, Exterior(2) 17-9-11 to 22-0-9, Interior(1) 22-0-9 to 23-5-4 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) 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) 12. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 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 26482 Truss C04 Truss Type Hip Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403030 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:21 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-nKoz45e43F_tQgVTh1TmyHgysuL9TeU25koUaPySBJG Scale = 1:50.4 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 4x6 4x6 6x6 3x4 3x4 4x8 3x4 6x6 3x4 4x8 7-4-0 7-4-0 16-3-0 8-11-0 23-7-0 7-4-0 -1-10-8 1-10-8 7-4-0 7-4-0 11-9-8 4-5-8 16-3-0 4-5-8 23-7-0 7-4-0 3-0-08-6-03-0-08-6-09.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-4-0,0-2-0], [5:0-4-0,0-2-0], [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 0.55 0.48 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.31 0.01 (loc) 8-10 8-10 7 l/defl >999 >911 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 4-8 REACTIONS. (size)11=0-3-8, 7=0-3-8 Max Horz 11=175(LC 13) Max Uplift 11=-25(LC 14) Max Grav 11=1058(LC 1), 7=926(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-874/99, 3-4=-609/129, 4-5=-616/127, 5-6=-873/92, 2-11=-995/136, 6-7=-863/84 BOT CHORD 8-10=-37/689 WEBS 2-10=0/613, 6-8=0/609 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 7-4-0, Exterior(2) 7-4-0 to 11-9-8, Interior(1) 11-9-8 to 16-3-0, Exterior(2) 16-3-0 to 20-5-15, Interior(1) 20-5-15 to 23-5-4 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) 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) 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 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 26482 Truss C05 Truss Type Hip Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403031 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:23 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-jiwjVngKbsEbf_fspSVE2ilLgi19xOJLZ1HbfIySBJE Scale = 1:56.6 1 2 3 4 5 6 7 12 11 10 9 8 13 1415 16 17 18 19 20 21 22 4x6 4x8 3x4 3x4 4x8 3x4 3x4 3x4 3x4 4x6 4x6 8-10-11 8-10-11 14-8-5 5-9-11 23-7-0 8-10-11 -1-10-8 1-10-8 4-7-1 4-7-1 8-10-11 4-3-9 14-8-5 5-9-11 18-11-15 4-3-9 23-7-0 4-7-1 3-0-09-8-03-0-09-8-09.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-2-0], [5:0-6-0,0-2-0] 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-S 0.34 0.51 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.36 0.02 (loc) 11-12 11-12 8 l/defl >999 >779 n/a L/d 240 180 n/a PLATES MT20 Weight: 133 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (size)12=0-3-8, 8=0-3-8 Max Horz 12=193(LC 13) Max Uplift 12=-25(LC 14) Max Grav 12=1075(LC 20), 8=968(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-805/132, 4-5=-603/138, 5-6=-822/131, 2-12=-302/144 BOT CHORD 11-12=-80/628, 9-11=-1/636, 8-9=-53/570 WEBS 5-9=-0/253, 3-12=-866/4, 6-8=-868/71 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 8-10-11, Exterior(2) 8-10-11 to 13-1-9, Interior(1) 13-1-9 to 14-8-5, Exterior(2) 14-8-5 to 19-0-15, Interior(1) 19-0-15 to 23-5-4 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) 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) 12. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 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 26482 Truss C06 Truss Type Hip Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403032 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:24 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-BuT5i6gyMAMSH8E2M90TawIY_6Q5g?yVoh18BkySBJD Scale = 1:63.2 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 4x8 4x4 4x6 1.5x4 3x4 3x6 3x4 3x4 4x8 3x6 3x4 3x6 1.5x4 5-4-7 5-4-7 10-5-5 5-0-15 13-1-11 2-8-5 18-2-9 5-0-15 23-7-0 5-4-7 -1-10-8 1-10-8 5-4-7 5-4-7 10-5-5 5-0-15 13-1-11 2-8-5 18-2-9 5-0-15 23-7-0 5-4-7 3-0-010-10-03-0-010-10-09.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-0] 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-S 0.24 0.21 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.01 (loc) 11-13 11-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 3-11, 4-10, 6-10 REACTIONS. (size)14=0-3-8, 8=0-3-8 Max Horz 14=212(LC 13) Max Uplift 14=-25(LC 14) Max Grav 14=1058(LC 1), 8=926(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-816/83, 3-4=-739/145, 4-5=-512/147, 5-6=-743/148, 6-7=-821/74, 2-14=-1012/118, 7-8=-879/65 BOT CHORD 11-13=-52/668, 10-11=0/558, 9-10=-30/597 WEBS 2-13=0/660, 7-9=-4/647 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 10-5-5, Exterior(2) 10-5-5 to 17-4-9, Interior(1) 17-4-9 to 23-5-4 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) 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) 14. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 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 26482 Truss C07 Truss Type Common Qty 3 Ply 1 TODD COTTAGE Job Reference (optional) I48403033 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:26 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-7Hbs7oiDuncAWROQUa2yfLNtOv3_8sznF?WFGdySBJB Scale = 1:69.0 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 4x6 3x6 3x6 7-11-8 7-11-8 15-7-8 7-8-0 23-7-0 7-11-8 -1-10-8 1-10-8 6-0-8 6-0-8 11-9-8 5-9-0 17-6-8 5-9-0 23-7-0 6-0-8 3-0-011-10-23-0-09.00 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 0.31 0.44 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 0.02 (loc) 8-9 11-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 133 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. WEBS 1 Row at midpt 3-12, 6-8 REACTIONS. (size)12=0-3-8, 8=0-3-8 Max Horz 12=228(LC 13) Max Uplift 12=-25(LC 14) Max Grav 12=1108(LC 20), 8=994(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-902/166, 5-6=-911/168, 2-12=-329/164 BOT CHORD 11-12=-38/742, 9-11=0/584, 8-9=-25/672 WEBS 5-9=-65/443, 5-11=-69/426, 3-12=-993/0, 6-8=-979/4 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 11-9-8, Exterior(2) 11-9-8 to 14-9-8, Interior(1) 14-9-8 to 23-5-4 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) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) 12. October 19,2021 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 26482 Truss C08 Truss Type Common Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403034 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:27 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-cT9EL8jrf5k18bzd2HZBCYw1HJPjtKGxUfFoo3ySBJA Scale = 1:59.7 1 2 3 4 7 6 5 8 9 10 11 3x4 4x8 4x4 3x6 1.5x4 4x8 1.5x4 7-6-8 7-6-8 13-7-0 6-0-8 1-9-8 1-9-8 7-6-8 5-9-0 13-7-0 6-0-8 8-10-1410-3-01-4-149.00 12 Plate Offsets (X,Y)-- [4:0-1-0,0-1-12] 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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.40 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.23 0.00 (loc) 6-7 6-7 5 l/defl >999 >685 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 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. WEBS 1 Row at midpt 1-7, 2-7 REACTIONS. (size)7=0-3-8, 5=0-3-8 Max Horz 7=-255(LC 12) Max Uplift 7=-17(LC 10) Max Grav 7=628(LC 20), 5=532(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-582/218, 3-4=-588/65, 4-5=-496/61 BOT CHORD 6-7=-198/255 WEBS 2-6=-135/655, 3-6=-398/185, 2-7=-574/268, 4-6=0/379 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) 0-1-12 to 4-9-8, Interior(1) 4-9-8 to 13-5-4 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. October 19,2021 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 26482 Truss D01 Truss Type Hip Girder Qty 1 Ply 2 TODD COTTAGE Job Reference (optional) I48403035 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:29 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-YsH_mqk5Bi_kNv7?9icfHz?Rf7BdLG5ExzkvtyySBJ8 Scale = 1:33.8 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 4x8 4x4 3x6 3x4 4x6 3x4 4x8 1.5x4 3x4 4x8 3x6 3x4 4x8 2-8-0 2-8-0 7-0-4 4-4-4 11-2-12 4-2-8 15-7-0 4-4-4 18-3-0 2-8-0 -1-10-8 1-10-8 2-8-0 2-8-0 7-0-4 4-4-4 11-2-12 4-2-8 15-7-0 4-4-4 18-3-0 2-8-0 1-4-143-4-141-4-143-4-149.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0] 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 0.11 0.06 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.01 (loc) 11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 208 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E 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.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. REACTIONS. (size)14=0-3-8, 8=0-3-8 Max Horz 14=76(LC 9) Max Uplift 14=-133(LC 10), 8=-90(LC 10) Max Grav 14=1094(LC 1), 8=984(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-966/113, 3-4=-1385/135, 4-5=-1384/135, 5-6=-786/107, 6-7=-1004/115, 2-14=-1076/146, 7-8=-949/95 BOT CHORD 11-13=-96/720, 10-11=-139/1420, 9-10=-139/1420 WEBS 3-11=-55/807, 4-11=-346/106, 5-9=-783/62, 6-9=0/340, 2-13=-79/822, 7-9=-89/794 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=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) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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) 8 except (jt=lb) 14=133. 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 October 19,2021 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 26482 Truss D01 Truss Type Hip Girder Qty 1 Ply 2 TODD COTTAGE Job Reference (optional) I48403035 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:29 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-YsH_mqk5Bi_kNv7?9icfHz?Rf7BdLG5ExzkvtyySBJ8 NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 51 lb up at 2-8-0, 68 lb down and 48 lb up at 4-9-11, 68 lb down and 48 lb up at 6-9-11, 68 lb down and 48 lb up at 8-9-11, 68 lb down and 48 lb up at 10-9-11, 68 lb down and 48 lb up at 12-9-11, and 66 lb down and 49 lb up at 14-9-11, and 61 lb down and 51 lb up at 15-7-0 on top chord, and 88 lb down and 75 lb up at 2-8-0, 29 lb down at 4-9-11, 29 lb down at 6-9-11, 29 lb down at 8-9-11, 29 lb down at 10-9-11, 29 lb down at 12-9-11, and 29 lb down at 14-9-11, and 88 lb down and 75 lb up at 15-5-5 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, 2-3=-60, 3-6=-60, 6-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 3=-38(F) 6=-38(F) 13=-68(F) 11=-14(F) 4=-38(F) 9=-68(F) 15=-38(F) 17=-38(F) 18=-38(F) 19=-38(F) 20=-38(F) 21=-14(F) 22=-14(F) 23=-14(F) 24=-14(F) 25=-14(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 26482 Truss D02 Truss Type Hip Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403036 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:31 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-UFPlAWmLjJEScDGOH7e7MO5lSwlpp8zXPHD0xqySBJ6 Scale = 1:33.6 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 4x4 4x4 4x6 1.5x4 3x4 4x8 3x4 4x6 1.5x4 4x8 4-2-11 4-2-11 14-0-5 9-9-11 18-3-0 4-2-11 -1-10-8 1-10-8 4-2-11 4-2-11 9-1-8 4-10-13 14-0-5 4-10-13 18-3-0 4-2-11 1-4-144-6-141-4-144-6-149.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-2-4,0-2-0], [5:0-2-4,0-2-0] 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-S 0.22 0.46 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.32 0.01 (loc) 8-10 8-10 7 l/defl >999 >663 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 7=0-3-8 Max Horz 11=97(LC 13) Max Uplift 11=-33(LC 14) Max Grav 11=846(LC 1), 7=712(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-775/52, 3-4=-559/69, 4-5=-576/68, 5-6=-785/51, 2-11=-834/106, 6-7=-698/46 BOT CHORD 8-10=-49/749 WEBS 3-10=0/263, 4-10=-283/72, 4-8=-269/83, 5-8=0/260, 2-10=0/584, 6-8=0/550 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 4-2-11, Exterior(2) 4-2-11 to 8-5-9, Interior(1) 8-5-9 to 14-0-5, Exterior(2) 14-0-5 to 18-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 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 26482 Truss D03 Truss Type Hip Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403037 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:32 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-yRy7OsnzTdMJEMraqr9MvcdsTK9VYdagdxzZTGySBJ5 Scale = 1:37.7 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 4x8 4x6 4x4 3x4 3x4 4x4 4x8 6x6 3x4 5-9-5 5-9-5 12-5-11 6-8-5 18-3-0 5-9-5 -1-10-8 1-10-8 5-9-5 5-9-5 12-5-11 6-8-5 18-3-0 5-9-5 1-4-145-8-141-4-145-8-149.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-6-0,0-2-0], [4:0-4-0,0-2-0], [5:0-1-0,0-1-12] 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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.46 0.24 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.06 0.01 (loc) 7-9 7-9 6 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 6-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS. (size)10=0-3-8, 6=0-3-8 Max Horz 10=116(LC 13) Max Uplift 10=-33(LC 14) Max Grav 10=846(LC 1), 6=712(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-772/73, 3-4=-542/94, 4-5=-775/72, 2-10=-795/126, 5-6=-659/67 BOT CHORD 7-9=-4/531 WEBS 2-9=0/473, 5-7=0/451 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) and C-C Exterior(2) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 5-9-5, Exterior(2) 5-9-5 to 10-0-4, Interior(1) 10-0-4 to 12-5-11, Exterior(2) 12-5-11 to 16-8-9, Interior(1) 16-8-9 to 18-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 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 26482 Truss D04 Truss Type Hip Girder Qty 1 Ply 3 TODD COTTAGE Job Reference (optional) I48403038 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:35 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-N0eG0tpsmYlu5qa9Wzj3XEFPgYBxlr66JvBD4bySBJ2 Scale = 1:44.5 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 5x12 MT18HS 5x12 MT18HS 6x8 6x6 6x8 3x6 4x8 6x6 3x6 6x8 6x8 6x8 1.5x4 6x8 5x12 MT18HS 3-2-8 3-2-8 6-1-8 2-11-0 7-3-10 1-2-2 10-11-6 3-7-12 14-5-7 3-6-1 18-3-0 3-9-9 -1-10-8 1-10-8 3-2-8 3-2-8 6-1-8 2-11-0 7-3-10 1-2-2 10-11-6 3-7-12 14-5-7 3-6-1 18-3-0 3-9-9 1-4-146-10-91-4-146-10-99.00 12 Plate Offsets (X,Y)-- [5:0-8-0,0-1-4], [6:0-9-8,0-2-8], [10:0-1-8,0-2-12], [11:0-6-4,0-2-12], [13:0-6-4,0-2-0], [14:0-3-0,0-3-12], [15:0-3-8,0-2-0] 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-S 0.27 0.25 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.12 0.02 (loc) 13 13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 443 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-16,8-9: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-3-8, 9=0-3-8 Max Horz 16=131(LC 31) Max Grav 16=8924(LC 1), 9=11757(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9577/0, 3-4=-11091/0, 4-5=-10693/0, 5-6=-8578/0, 6-7=-11278/0, 7-8=-11326/0, 2-16=-8488/0, 8-9=-9206/0 BOT CHORD 15-16=-3/735, 14-15=0/7586, 13-14=0/8799, 11-13=0/8599, 10-11=0/8451, 9-10=0/1467 WEBS 3-15=-2485/0, 3-14=0/1855, 4-14=-473/1202, 4-13=-999/444, 5-13=0/6206, 5-11=-246/732, 6-11=0/5569, 6-10=0/1200, 2-15=0/7299, 8-10=0/7858 NOTES- 1) N/A Special connection required to distribute bottom chord loads equally between all plies. 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) 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 6) 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 7) 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. 8) Provide adequate drainage to prevent water ponding. 9) All plates are MT20 plates unless otherwise indicated. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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) 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 (4532/3)/(1.15x106) = 13 nails/12' length=> Current nails are OK. October 19,2021 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 26482 Truss D04 Truss Type Hip Girder Qty 1 Ply 3 TODD COTTAGE Job Reference (optional) I48403038 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:35 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-N0eG0tpsmYlu5qa9Wzj3XEFPgYBxlr66JvBD4bySBJ2 NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4532 lb down and 567 lb up at 6-1-8, 2640 lb down at 7-0-8, 2484 lb down at 9-0-8, 2662 lb down at 11-0-8, 2135 lb down at 13-0-8, and 2392 lb down at 15-0-8, and 2286 lb down at 17-0-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 14=-4532(B) 13=-2640(B) 11=-2662(B) 18=-2484(B) 19=-2135(B) 20=-2392(B) 21=-2286(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 26482 Truss E01 Truss Type Hip Girder Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403039 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:36 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-rCCeEDqUXstlj_9L3gEI3SoZexaLUR3GYZxnc2ySBJ1 Scale = 1:26.1 1 2 3 4 5 6 10 9 8 7 11 12 13 14 4x8 4x4 3x4 3x4 3x4 4x6 4x6 4x8 2-8-0 2-8-0 7-6-8 4-10-8 10-2-8 2-8-0 -1-10-8 1-10-8 2-8-0 2-8-0 7-6-8 4-10-8 10-2-8 2-8-0 12-1-0 1-10-8 1-11-23-11-21-11-23-11-29.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-6-0,0-2-0], [4:0-2-4,0-2-0], [5:0-2-14,0-2-0] 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 0.32 0.05 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E 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=0-3-0, 7=0-3-0 Max Horz 10=96(LC 9) Max Uplift 10=-207(LC 10), 7=-215(LC 10) Max Grav 10=586(LC 45), 7=598(LC 46) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-395/191, 3-4=-295/165, 4-5=-404/197, 2-10=-574/224, 5-7=-584/231 BOT CHORD 8-9=-154/318 WEBS 2-9=-139/380, 5-8=-144/390 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=207, 7=215. 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) 115 lb down and 149 lb up at 2-8-0, 62 lb down and 33 lb up at 4-8-12, and 61 lb down and 34 lb up at 6-8-12, and 115 lb down and 149 lb up at 7-6-8 on top chord, and 89 lb down and 114 lb up at 2-8-0, 39 lb down and 33 lb up at 4-8-12, and 39 lb down and 33 lb up at 6-8-12, and 89 lb down and 114 lb up at 7-5-0 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 Continued on page 2 October 19,2021 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 26482 Truss E01 Truss Type Hip Girder Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403039 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:36 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-rCCeEDqUXstlj_9L3gEI3SoZexaLUR3GYZxnc2ySBJ1 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=13(F) 4=13(F) 9=-29(F) 8=-29(F) 11=-33(F) 12=-33(F) 13=-19(F) 14=-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 26482 Truss E02 Truss Type Hip Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403040 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:37 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-JPm0RZr6I9?cK8kYdOlXcfLmJLuwDvuPnDgK9UySBJ0 Scale: 3/8"=1' 1 2 3 4 5 6 10 9 8 7 11 12 4x8 4x4 1.5x4 1.5x4 3x4 3x6 3x6 4x8 4-2-11 4-2-11 5-11-13 1-9-3 10-2-8 4-2-11 -1-10-8 1-10-8 4-2-11 4-2-11 5-11-13 1-9-3 10-2-8 4-2-11 12-1-0 1-10-8 1-11-25-1-21-11-25-1-29.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0] 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-S 0.20 0.09 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 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 6-0-0 oc bracing. REACTIONS. (size)10=0-3-0, 7=0-3-0 Max Horz 10=117(LC 13) Max Uplift 10=-37(LC 14), 7=-37(LC 14) Max Grav 10=518(LC 1), 7=518(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-319/72, 4-5=-319/72, 2-10=-478/134, 5-7=-478/134 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 4-2-11, Exterior(2) 4-2-11 to 10-0-12, Interior(1) 10-0-12 to 12-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. October 19,2021 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 26482 Truss E03 Truss Type Common Girder Qty 1 Ply 3 TODD COTTAGE Job Reference (optional) I48403041 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:39 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-FntmsFsMqnFKaRuwlpn?h4Q7M9YkhmViEX9RDMySBJ_ Scale = 1:70.3 1 2 3 7 6 5 4891011 4x6 3x4 3x4 6x6 6x6 4x6 4x6 3-4-0 3-4-0 6-4-8 3-0-8 9-8-8 3-4-0 4-10-4 4-10-4 9-8-8 4-10-4 8-0-411-7-158-0-49.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-4-4], [6:0-3-0,0-4-4] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.20 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 292 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E 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. WEBS 1 Row at midpt 1-7, 3-4 REACTIONS. (size)7=Mechanical, 4=Mechanical Max Horz 7=-56(LC 8) Max Grav 7=4149(LC 1), 4=4527(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1429/0, 2-3=-1446/0, 1-7=-3546/0, 3-4=-3585/0 BOT CHORD 5-6=0/994 WEBS 2-5=0/721, 2-6=0/624, 1-6=0/2812, 3-5=0/2843 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 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 ; 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 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1935 lb down at 2-0-0, 1959 lb down at 4-0-0, and 1978 lb down at 6-0-0, and 2050 lb down at 8-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-7=-20 Concentrated Loads (lb) Vert: 8=-1935(B) 9=-1959(B) 10=-1978(B) 11=-2050(B)October 19,2021 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 26482 Truss EJ01 Truss Type Jack-Open Qty 17 Ply 1 TODD COTTAGE Job Reference (optional) I48403042 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:40 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-jzR93bt?b4NBBbS7IWIEEIzFQZtnQGNrTBv_kpySBIz Scale: 3/8"=1' 1 2 5 6 3 4 4x4 3x4 5-5-8 5-5-8 -1-10-8 1-10-8 5-5-8 5-5-8 1-4-145-6-05-0-85-6-09.00 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 0.34 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.08 0.08 (loc) 4-5 4-5 3 l/defl >999 >816 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 5-5-8 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=162(LC 14) Max Uplift 3=-58(LC 14) Max Grav 5=355(LC 1), 3=136(LC 20), 4=98(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-304/86 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 5-4-12 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. October 19,2021 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 26482 Truss EJ01A Truss Type Jack-Closed Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403043 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:41 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-BA?XHwudMOV1pl1JsEqTmVVSryGj9je?ireXHFySBIy Scale = 1:28.9 1 2 3 4 5 9 8 7 6 10 11 1.5x4 3x6 1.5x4 3x6 3x4 4x8 3-10-13 3-10-13 5-5-8 1-6-11 -1-10-8 1-10-8 3-10-13 3-10-13 5-5-8 1-6-11 1-4-144-4-09.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0] 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 0.23 0.10 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-8 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=126(LC 11) Max Uplift 9=-38(LC 14), 7=-41(LC 11) Max Grav 9=347(LC 2), 7=202(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-314/128 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 3-10-13, Exterior(2) 3-10-13 to 5-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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, 7. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 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 26482 Truss EJ01B Truss Type Jack-Closed Girder Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403044 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:43 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-8Y7Hicvtu?ll23Bi_esxswbnNmxWddbI997eL8ySBIw Scale = 1:21.2 1 2 3 4 5 9 8 7 6 10 11 1.5x4 3x6 4x8 1.5x4 3x6 3x4 2-4-3 2-4-3 5-5-8 3-1-5 -1-10-8 1-10-8 2-4-3 2-4-3 5-5-8 3-1-5 1-4-143-2-09.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0] 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 0.29 0.08 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-8 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=94(LC 7) Max Uplift 9=-47(LC 10), 7=-34(LC 7) Max Grav 9=358(LC 1), 7=221(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-340/56 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, 7. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63 lb down and 30 lb up at 2-4-3, and 61 lb down and 41 lb up at 3-6-4 on top chord, and 19 lb down and 9 lb up at 2-4-3, and 22 lb down and 0 lb up at 3-6-4 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 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 8=-2(F) 10=-21(F) 11=-9(F) October 19,2021 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 26482 Truss EJ01G Truss Type Jack-Open Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403045 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:44 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-clhfvywVfJtcgDmuXMNAO87xOAEyM4MROptCuaySBIv Scale = 1:33.1 1 2 5 6 3 4 4x4 3x4 5-5-8 5-5-8 -1-10-8 1-10-8 5-5-8 5-5-8 1-4-145-6-00-5-85-0-85-6-09.00 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 0.34 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.08 0.08 (loc) 4-5 4-5 3 l/defl >999 >781 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 5-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-5-8 except (jt=length) 3=Mechanical, 3=Mechanical. (lb) - Max Horz 5=162(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 3 Max Grav All reactions 250 lb or less at joint(s) 3, 3, 4 except 5=355(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-304/86 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 5-4-12 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. October 19,2021 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 26482 Truss EJ02 Truss Type Jack-Open Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403046 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:45 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-4xF17Ix7Qd?TIML453uPxLg8tads5XcadSclQ0ySBIu Scale = 1:18.8 1 2 5 6 7 8 3 4 3x4 3x4 3-7-1 3-7-1 -1-10-8 1-10-8 3-7-1 3-7-1 1-0-143-2-02-9-13-2-07.00 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 0.23 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 3-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=100(LC 16) Max Uplift 5=-26(LC 16), 3=-25(LC 16) Max Grav 5=295(LC 21), 3=81(LC 21), 4=60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-254/102 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 3-6-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) 5, 3. October 19,2021 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 26482 Truss EJ03 Truss Type Jack-Open Qty 10 Ply 1 TODD COTTAGE Job Reference (optional) I48403047 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:46 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-Y7pQKexlAw7KwWwGfnPeTZCJdzyHq_7kr6MIyTySBIt Scale = 1:28.2 1 2 6 5 7 8 9 3 4 1.5x4 3x6 3x4 4-0-0 4-0-0 -1-10-8 1-10-8 4-0-0 4-0-0 2-8-05-0-04-7-15-0-07.00 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 0.23 0.14 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 5-6 5-6 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)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=133(LC 16) Max Uplift 3=-16(LC 16), 4=-49(LC 16) Max Grav 6=308(LC 21), 3=93(LC 21), 4=76(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-270/51 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) 3, 4. October 19,2021 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 26482 Truss EJ04 Truss Type Jack-Open Qty 8 Ply 1 TODD COTTAGE Job Reference (optional) I48403048 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:47 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-0KMoX_yOxEFBXgVTDUwt0mlUNNJuZQ6t4m5sUvySBIs Scale = 1:20.0 1 2 5 6 7 8 3 4 3x4 3x4 4-0-0 4-0-0 -1-10-8 1-10-8 4-0-0 4-0-0 1-0-143-4-142-11-153-4-147.00 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 0.23 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 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=105(LC 16) Max Uplift 5=-24(LC 16), 3=-29(LC 16) Max Grav 5=308(LC 21), 3=98(LC 21), 4=69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-265/102 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) 5, 3. October 19,2021 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 26482 Truss EJ05 Truss Type Jack-Open Qty 6 Ply 1 TODD COTTAGE Job Reference (optional) I48403049 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:49 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-yiUYyg_eTrVvn_erKvzL5BqmGBxd1IYAX4azZnySBIq Scale = 1:41.8 1 2 6 5 7 8 3 4 1.5x4 3x6 3x4 6-0-0 6-0-0 -1-10-8 1-10-8 6-0-0 6-0-0 2-8-147-2-146-9-67-2-149.00 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 0.46 0.36 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 0.01 (loc) 5-6 5-6 3 l/defl >999 >515 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)6=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 6=195(LC 14) Max Uplift 3=-53(LC 14), 4=-40(LC 14) Max Grav 6=374(LC 1), 3=154(LC 20), 4=116(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-316/21 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 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. October 19,2021 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 26482 Truss EJ05A Truss Type Half Hip Qty 2 Ply 1 TODD COTTAGE Job Reference (optional) I48403050 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:50 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-Rv2wA??GE9dmO8D2udUaePN_MbKkml2KmkKW5EySBIp Scale = 1:39.5 1 2 3 4 7 6 5 8 1.5x4 3x4 1.5x4 3x4 4x8 3x6 4-5-5 4-5-5 6-0-0 1-6-11 -1-10-8 1-10-8 4-5-5 4-5-5 6-0-0 1-6-11 2-8-146-0-149.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0] 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 0.11 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 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: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-5-8 Max Horz 7=171(LC 11) Max Uplift 5=-78(LC 11), 7=-21(LC 14) Max Grav 5=229(LC 20), 7=371(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-334/136 BOT CHORD 6-7=-295/280 WEBS 3-5=-305/169 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 4-5-5, Exterior(2) 4-5-5 to 5-10-4 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. 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) 5, 7. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 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 26482 Truss EJ05B Truss Type Half Hip Girder Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403051 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:51 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-v5cJNL?u?Tmd0HoESK?pAcw9K_g5VC0T?O33dgySBIo Scale: 3/8"=1' 1 2 3 4 7 6 5 8 9 1.5x4 3x4 1.5x4 3x4 4x8 3x6 2-10-11 2-10-11 6-0-0 3-1-5 -1-10-8 1-10-8 2-10-11 2-10-11 6-0-0 3-1-5 2-8-144-10-149.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0] 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 0.23 0.10 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 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)5=Mechanical, 7=0-5-8 Max Horz 7=139(LC 7) Max Uplift 5=-121(LC 7), 7=-75(LC 10) Max Grav 5=412(LC 1), 7=497(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/89, 2-7=-475/86 WEBS 3-5=-274/110 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) 7 except (jt=lb) 5=121. 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) 89 lb down and 75 lb up at 2-10-11, and 91 lb down and 70 lb up at 5-0-6 on top chord, and 147 lb down and 66 lb up at 2-10-11, and 51 lb down at 5-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 October 19,2021 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 26482 Truss EJ05B Truss Type Half Hip Girder Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403051 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:51 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-v5cJNL?u?Tmd0HoESK?pAcw9K_g5VC0T?O33dgySBIo LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-147(F) 3=-72(F) 8=-77(F) 9=-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 26482 Truss EJ05C Truss Type Half Hip Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403052 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:52 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-NHAhbh0WmmuUeRNQ?1W2jqSLrO1_EgncE2pdA6ySBIn Scale: 3/8"=1' 1 2 3 4 7 6 5 8 9 1.5x4 3x4 1.5x4 3x4 4x8 3x6 2-10-11 2-10-11 6-0-0 3-1-5 -1-10-8 1-10-8 2-10-11 2-10-11 6-0-0 3-1-5 2-8-144-10-149.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0] 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 0.18 0.06 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 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: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-5-8 Max Horz 7=139(LC 11) Max Uplift 5=-62(LC 11), 7=-26(LC 14) Max Grav 5=212(LC 20), 7=371(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-348/136 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 2-10-11, Exterior(2) 2-10-11 to 5-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) 5, 7. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 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 26482 Truss EJ05D Truss Type Half Hip Girder Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403053 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:54 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-JgHR?N2nIO8BtlXp7SYWoEYfvCjsibzvhMIkE?ySBIl Scale = 1:25.5 1 2 3 4 7 6 5 8 9 4x8 1.5x4 4x4 3x4 3x4 3x6 1-6-11 1-6-11 6-0-0 4-5-5 -1-10-8 1-10-8 1-6-11 1-6-11 6-0-0 4-5-5 2-8-143-10-149.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0] 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 0.27 0.03 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E 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)5=Mechanical, 7=0-5-8 Max Horz 7=110(LC 7) Max Uplift 5=-76(LC 7), 7=-104(LC 10) Max Grav 5=247(LC 39), 7=370(LC 40) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-363/97 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) 5 except (jt=lb) 7=104. 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) 119 lb down and 158 lb up at 1-6-11, and 46 lb down and 30 lb up at 3-8-6, and 39 lb down and 29 lb up at 5-10-4 on top chord, and 61 lb down and 78 lb up at 1-6-11, and 10 lb down and 1 lb up at 3-8-6, and 17 lb down at 5-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 October 19,2021 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 26482 Truss EJ05D Truss Type Half Hip Girder Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403053 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:54 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-JgHR?N2nIO8BtlXp7SYWoEYfvCjsibzvhMIkE?ySBIl LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=52(B) 4=-25(B) 5=-8(B) 6=-1(B) 8=-0(B) 9=0(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 26482 Truss EJ06 Truss Type Jack-Open Qty 2 Ply 1 TODD COTTAGE Job Reference (optional) I48403054 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:55 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-nsrpDj2P3hG2Vv6?hA4lLS4qEc0cR253w01HmRySBIk Scale = 1:27.6 1 4 5 6 2 3 4x4 3x4 4-8-11 4-8-11 4-8-11 4-8-11 2-1-134-10-144-5-154-10-147.00 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 0.30 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.05 0.12 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-0, 2=Mechanical, 3=Mechanical Max Horz 4=94(LC 16) Max Uplift 2=-51(LC 16) Max Grav 4=181(LC 20), 2=132(LC 20), 3=88(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph 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 4-7-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 2. October 19,2021 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 26482 Truss EJ07 Truss Type Jack-Open Qty 3 Ply 1 TODD COTTAGE Job Reference (optional) I48403055 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:56 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-F2PCQ331q?Ov63hBEtb_tfd3j?OFAVLC8gnqJtySBIj Scale = 1:22.8 1 4 2 3 1.5x4 4x4 2-6-14 2-6-14 2-6-14 2-6-14 2-4-143-10-142-0-133-5-153-10-147.00 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 0.06 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical. (lb) - Max Horz 4=24(LC 25), 1=52(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 2, 1 Max Grav All reactions 250 lb or less at joint(s) 4, 2, 3, 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) 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 2, 1. 8) Non Standard bearing condition. Review required. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. October 19,2021 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 26482 Truss EJ08 Truss Type Jack-Open Qty 4 Ply 1 TODD COTTAGE Job Reference (optional) I48403056 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:57 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-jFzaeP4fbJWmkCGOob6DQtABrPikvy3MNKWOrKySBIi Scale = 1:22.7 1 2 5 4 6 7 8 3 1.5x4 3x6 3x4 4-0-0 4-0-0 -1-10-8 1-10-8 4-0-0 4-0-0 1-7-23-11-23-6-33-11-27.00 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 0.23 0.15 0.03 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: 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 4-0-0 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=114(LC 16) Max Uplift 5=-9(LC 16), 3=-16(LC 16), 4=-13(LC 16) Max Grav 5=308(LC 21), 3=93(LC 21), 4=77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-270/80 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) 5, 3, 4. October 19,2021 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 26482 Truss EJ09 Truss Type Jack-Open Qty 5 Ply 1 TODD COTTAGE Job Reference (optional) I48403057 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:58:58 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-CRXyrl5HMcedMMraMIdSy4iITp?1ePPVc_GxNmySBIh Scale = 1:23.3 1 2 6 5 7 8 9 3 4 1.5x4 3x4 3x4 2-0-0 2-0-0 6-0-0 4-0-0 -1-10-8 1-10-8 6-0-0 6-0-0 1-10-143-10-143-6-113-10-144.00 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 0.49 0.34 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 0.10 (loc) 4-5 4-5 3 l/defl >999 >515 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 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)6=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 6=96(LC 16) Max Uplift 6=-19(LC 16), 3=-29(LC 16) Max Grav 6=382(LC 21), 3=177(LC 21), 4=116(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-324/81 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) 6, 3. October 19,2021 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 26482 Truss EJ09A Truss Type Jack-Closed Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403058 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:00 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-8qfiGQ6YtEuLbg_zTjfw2Vogodka6Jbo3Il2SfySBIf Scale = 1:22.2 1 2 3 4 5 9 8 7 6 10 1.5x4 3x4 1.5x4 3x6 3x4 4x8 4-5-4 4-5-4 6-0-0 1-6-12 -1-10-8 1-10-8 4-5-4 4-5-4 6-0-0 1-6-12 1-10-143-4-104.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-2-0] 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 0.37 0.14 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 -0.00 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 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=0-5-8, 7=Mechanical Max Horz 9=89(LC 13) Max Uplift 9=-40(LC 16), 7=-18(LC 13) Max Grav 9=532(LC 34), 7=236(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-495/147 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 6-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) 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) 9, 7. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 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 26482 Truss EJ09B Truss Type Jack-Closed Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403059 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:01 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-c0D5Tm7AeX0CDqZ91QA9ajKrX05lrmyxIyUb_5ySBIe Scale = 1:19.6 1 2 3 4 5 9 8 7 6 10 11 1.5x4 3x4 1.5x4 3x6 3x4 4x8 2-10-8 2-10-8 6-0-0 3-1-8 -1-10-8 1-10-8 2-10-8 2-10-8 6-0-0 3-1-8 1-10-142-10-64.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-2-0] 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 0.37 0.08 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-5-8, 7=Mechanical Max Horz 9=75(LC 13) Max Uplift 9=-42(LC 16), 7=-24(LC 13) Max Grav 9=496(LC 34), 7=296(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-473/139 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 6-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) 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) 9, 7. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 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 26482 Truss EJ09C Truss Type Jack-Closed Girder Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403060 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:03 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-YPKruS9QA9GwS7jY9rDdf8Q86ql6JgBElGzi2zySBIc Scale = 1:16.8 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 1.5x4 3x4 4x8 1.5x4 3x6 3x4 1-3-12 1-3-12 6-0-0 4-8-4 -1-10-8 1-10-8 1-3-12 1-3-12 6-0-0 4-8-4 1-10-142-4-24.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-2-0] 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 0.56 0.15 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 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)9=0-5-8, 7=Mechanical Max Horz 9=61(LC 9) Max Uplift 9=-105(LC 8), 7=-51(LC 9) Max Grav 9=395(LC 80), 7=314(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-406/103 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) 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) 7 except (jt=lb) 9=105. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 207 lb up at 1-3-12, and 36 lb down and 16 lb up at 2-0-12, and 37 lb down and 16 lb up at 4-0-12 on top chord, and 25 lb down and 33 lb up at 1-3-12, and 10 lb down and 10 lb up at 2-0-12, and 10 lb down and 10 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-9=-20 Continued on page 2 October 19,2021 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 26482 Truss EJ09C Truss Type Jack-Closed Girder Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403060 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:03 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-YPKruS9QA9GwS7jY9rDdf8Q86ql6JgBElGzi2zySBIc LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=68(B) 8=-2(B) 14=2(B) 15=2(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 26482 Truss EJ09G Truss Type Monopitch Girder Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403061 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:06 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-z_0_XUBIT4fUJbS6q_mKHm1ld1prW0ygSECMfIySBIZ Scale = 1:24.7 1 2 3 6 5 4 7 8 9 1.5x4 4x4 3x4 3x4 3x4 3x4 3-0-0 3-0-0 6-0-0 3-0-0 3-0-0 3-0-0 6-0-0 3-0-0 1-10-143-10-144.00 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.02 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E 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)4=Mechanical, 6=0-5-8 Max Horz 6=92(LC 9) Max Grav 4=266(LC 16), 6=241(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 17 lb down at 1-8-6, and 17 lb down at 3-8-6, and 31 lb down at 5-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 4=-18(F) 8=-9(F) 9=-9(F) October 19,2021 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 26482 Truss EJ10 Truss Type Jack-Open Qty 2 Ply 1 TODD COTTAGE Job Reference (optional) I48403062 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:07 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-RAaMkpCxENnLxl1JOhHZq_auAR9PFT3qguxwClySBIY Scale = 1:14.7 1 2 5 6 3 4 1.5x4 3x4 2-2-14 2-2-14 -1-10-8 1-10-8 2-2-14 2-2-14 1-9-22-4-22-0-22-4-23.13 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 0.24 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-14 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=57(LC 16) Max Uplift 5=-55(LC 12), 3=-25(LC 20) Max Grav 5=264(LC 21), 3=17(LC 24), 4=35(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-231/250 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) zone; cantilever left and right exposed ; end vertical left and right 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) 5, 3. October 19,2021 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 26482 Truss EJ11 Truss Type Jack-Open Qty 3 Ply 1 TODD COTTAGE Job Reference (optional) I48403063 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:08 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-vM8kx9DZ?hvCYvbVxPpoMB700rRg_wJzvYhTkBySBIX Scale = 1:34.4 1 2 5 6 7 3 4 4x4 3x4 6-0-0 6-0-0 -1-10-8 1-10-8 6-0-0 6-0-0 1-4-145-10-145-5-65-10-149.00 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 0.42 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.12 0.11 (loc) 4-5 4-5 3 l/defl >999 >600 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 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=171(LC 14) Max Uplift 3=-64(LC 14) Max Grav 5=374(LC 1), 3=152(LC 20), 4=109(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-321/86 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 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. October 19,2021 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 26482 Truss EJ12G Truss Type Monopitch Girder Qty 1 Ply 2 TODD COTTAGE Job Reference (optional) I48403064 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:09 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-NZh69VDBm?13A2AhV6K1vPfGuFk6jNR78BQ0GdySBIW Scale = 1:26.1 1 2 4 35 3x6 1.5x4 4x4 3x4 3-10-8 3-10-8 3-10-8 3-10-8 1-8-54-7-39.00 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.43 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 -0.00 (loc) 3-4 3-4 3 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 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical Max Horz 4=109(LC 7) Max Grav 3=1122(LC 1), 4=1121(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph 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 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 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1957 lb down at 1-11-4 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, 3-4=-20 Concentrated Loads (lb) Vert: 5=-1957(F) October 19,2021 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 26482 Truss HR01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403065 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:10 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-rlFUMrEpXI9woClu3prGScCQjf9vSqoGMrAao3ySBIV Scale = 1:18.5 1 2 5 6 7 3 8 4 1.5x4 3x4 3-8-5 3-7-14 -3-0-10 3-0-10 3-8-5 3-8-5 1-4-143-1-50-6-122-6-93-1-55.53 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-R 0.15 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-12, 3=Mechanical, 4=Mechanical Max Horz 5=106(LC 12) Max Uplift 5=-73(LC 12), 3=-43(LC 16) Max Grav 5=425(LC 17), 3=42(LC 17), 4=60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-381/103 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) 5, 3. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 24 lb up at 2-3-13 on top chord, and 6 lb down and 13 lb up at 2-3-13 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, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=2(F) October 19,2021 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 26482 Truss HR02 Truss Type Jack-Closed Qty 2 Ply 1 TODD COTTAGE Job Reference (optional) I48403066 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:12 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-n8NFnXG33wPe1WvGAEtkX1Hm8SpfwkOZq9fgtyySBIT Scale = 1:27.8 1 2 3 4 7 6 5 8 9 10 11 12 3x6 4x4 3x4 3x6 4-2-9 4-2-2 -3-0-10 3-0-10 4-2-9 4-2-9 3-0-04-11-55.53 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 0.25 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 0.04 -0.00 (loc) 6-7 6-7 6 l/defl >896 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-4-12, 6=Mechanical Max Horz 7=134(LC 13) Max Uplift 7=-259(LC 16), 6=-179(LC 13) Max Grav 7=408(LC 58), 6=144(LC 47) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-324/444 BOT CHORD 6-7=-274/185 WEBS 2-6=-165/282 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) -3-0-10 to 1-2-4, Exterior(2) 1-2-4 to 4-2-9 zone; cantilever left and right exposed ; end vertical left and right 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) except (jt=lb) 7=259, 6=179. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 147 lb up at 1-1-13, and 79 lb down and 179 lb up at 1-9-2 on top chord, and 39 lb down and 72 lb up at 1-1-13, and 75 lb down and 146 lb up at 1-9-2 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, 2-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 October 19,2021 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 26482 Truss HR02 Truss Type Jack-Closed Qty 2 Ply 1 TODD COTTAGE Job Reference (optional) I48403066 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:12 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-n8NFnXG33wPe1WvGAEtkX1Hm8SpfwkOZq9fgtyySBIT LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=47(B) 9=58(F) 11=2(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 26482 Truss HR04 Truss Type Jack-Closed Qty 2 Ply 1 TODD COTTAGE Job Reference (optional) I48403067 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:13 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-FKxd?tGhqDXVfgUTkyOz3FqxvsBCfB0i3pOEPOySBIS Scale = 1:19.7 1 2 3 4 7 6 5 8 9 10 11 12 3x6 4x4 3x4 4x6 4-2-9 4-2-2 -3-0-10 3-0-10 4-2-9 4-2-9 1-4-143-4-35.53 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 0.10 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-4-12, 6=Mechanical Max Horz 7=94(LC 13) Max Uplift 7=-165(LC 16), 6=-63(LC 29) Max Grav 7=352(LC 21), 6=79(LC 53) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-329/462 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) -3-0-10 to 1-2-4, Exterior(2) 1-2-4 to 4-2-9 zone; cantilever left and right exposed ; end vertical left and right 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) 6 except (jt=lb) 7=165. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 135 lb up at 1-1-14, and 69 lb down and 167 lb up at 1-9-2 on top chord, and 7 lb down and 17 lb up at 1-1-14, and 60 lb up at 1-9-2 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, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=43(B) 9=54(F) 12=26(F) October 19,2021 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 26482 Truss HR05 Truss Type Jack-Closed Girder Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403068 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:15 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-Ci3NPZIyLrnDuzersNRR9gvH?grH758?W7tLUHySBIQ Scale = 1:27.3 1 2 3 4 7 6 5 9 8 1.5x4 4x4 3x4 3x6 4-6-15 4-6-7 -3-0-10 3-0-10 4-6-15 4-6-15 2-8-144-10-35.53 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-P 0.18 0.19 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 -0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-8-0, 6=Mechanical Max Horz 7=132(LC 15) Max Uplift 7=-65(LC 16), 6=-48(LC 13) Max Grav 7=438(LC 21), 6=139(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-396/386 BOT CHORD 6-7=-276/181 WEBS 2-6=-154/269 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) -3-0-10 to 1-2-4, Exterior(2) 1-2-4 to 4-6-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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, 6. October 19,2021 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 26482 Truss HR06 Truss Type Jack-Open Structural Gable Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403069 8.510 s Jul 16 2021 MiTek Industries, Inc. Tue Oct 19 11:41:16 2021 Page 1 84 Lumber, Franklin, IN ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-gKRkaG?4nQe2Omz947GkSexShuj_f6prDqhiMOyS10H Scale = 1:22.5 1 2 3 5 4 6 4x8 3x4 3x6 4x4 2-4-14 2-4-6 -3-0-10 3-0-10 2-4-14 2-4-14 2-8-143-10-35.53 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 0.15 0.04 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=-61/Mechanical, 5=422/0-8-0 Max Horz 5=105(LC 15) Max Uplift 4=-103(LC 20), 5=-76(LC 16) Max Grav 4=48(LC 12), 5=425(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-404/422 WEBS 2-4=-160/266 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) -3-0-10 to 1-2-4, Exterior(2) 1-2-4 to 2-3-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; 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) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 4 and 76 lb uplift at joint 5. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard October 19,2021 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 26482 Truss HR08 Truss Type Jack-Open Qty 2 Ply 1 TODD COTTAGE Job Reference (optional) I48403070 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:18 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-cHkW2aKqem9nlRMQXV_8mIXocttUKS9RC56?4cySBIN Scale = 1:22.3 1 2 6 5 7 8 3 9 10 4 3x6 4x4 3x4 4-2-9 4-2-2 -3-0-10 3-0-10 4-2-9 4-2-9 1-11-23-10-73-3-113-10-75.53 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 0.16 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 -0.00 (loc) 5-6 5-6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-15, 3=Mechanical, 4=Mechanical Max Horz 6=120(LC 16) Max Uplift 6=-182(LC 16), 3=-72(LC 20), 4=-57(LC 16) Max Grav 6=365(LC 21), 3=32(LC 54), 4=80(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-325/401 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) -3-0-10 to 1-2-4, Exterior(2) 1-2-4 to 4-1-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) 3, 4 except (jt=lb) 6=182. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 126 lb down and 163 lb up at 1-1-9, and 60 lb down and 173 lb up at 1-9-2 on top chord, and 15 lb down and 48 lb up at 1-1-9, and 31 lb down and 67 lb up at 1-9-2 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, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=53(F) 8=56(B) October 19,2021 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 26482 Truss HR10 Truss Type Jack-Open Girder Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403071 8.510 s Jul 16 2021 MiTek Industries, Inc. Tue Oct 19 11:42:41 2021 Page 1 84 Lumber, Franklin, IN ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-hh4sQK1PmYM_5qzUYUIgPZy_G9k33YGMmYniqyyS1_y Scale = 1:14.6 1 2 3 5 4 6 4x8 3x4 3x6 6x6 2-0-1 1-11-9 -3-0-9 3-0-9 2-0-1 2-0-1 1-10-142-3-132.46 12 Plate Offsets (X,Y)-- [2:0-2-15,0-3-0] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=-110/Mechanical, 5=438/0-8-0 Max Horz 5=58(LC 13) Max Uplift 4=-144(LC 20), 5=-165(LC 12) Max Grav 4=72(LC 12), 5=442(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-425/507 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) -3-0-9 to 1-2-6, Exterior(2) 1-2-6 to 1-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; 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) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 4 and 165 lb uplift at joint 5. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard October 19,2021 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 26482 Truss HR12 Truss Type Jack-Closed Girder Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403072 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:24 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-RR5nIePbEcwxTMqatm5Y0ZnkkIvJk9SKb1ZJIGySBIH Scale = 1:25.6 1 2 3 4 7 6 5 9 8 1.5x4 3x4 1.5x4 3x6 4-7-10 4-7-5 -2-4-8 2-4-8 4-7-10 4-7-10 2-4-114-6-55.53 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-P 0.50 0.20 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 -0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-6-6, 6=Mechanical Max Horz 7=123(LC 13) Max Uplift 7=-45(LC 16), 6=-39(LC 13) Max Grav 7=369(LC 21), 6=166(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-327/312 BOT CHORD 6-7=-256/169 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) -2-4-8 to 1-10-7, Exterior(2) 1-10-7 to 4-7-10 zone; cantilever left and right exposed ; end vertical left and right 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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, 6. October 19,2021 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 26482 Truss HR13 Truss Type Jack-Open Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403073 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:25 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-vef9WzQD?v2o5WPmRTcnYnK_XhHCTcqTphJsqiySBIG Scale = 1:25.1 1 2 6 5 7 8 9 3 10 4 1.5x4 4x4 3x4 3-3-10 3-3-2 -3-3-14 3-3-14 3-3-10 3-3-10 2-10-64-4-100-6-123-9-144-4-105.53 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 0.18 0.09 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 5-6 5-6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-1-8, 3=Mechanical, 4=Mechanical Max Horz 6=132(LC 16) Max Uplift 6=-153(LC 16), 3=-92(LC 20), 4=-79(LC 16) Max Grav 6=397(LC 21), 3=36(LC 49), 4=62(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-369/387 WEBS 2-5=-105/254 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) -3-3-15 to 0-11-0, Exterior(2) 0-11-0 to 3-2-14 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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 at joint(s) 6. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 6=153. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 104 lb down and 188 lb up at 0-5-6 on top chord, and 42 lb down and 79 lb up at 0-5-6 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, 4-6=-20 Continued on page 2 October 19,2021 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 26482 Truss HR13 Truss Type Jack-Open Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403073 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:25 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-vef9WzQD?v2o5WPmRTcnYnK_XhHCTcqTphJsqiySBIG LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=61(F) 10=3(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 26482 Truss HR14 Truss Type Jack-Open Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403074 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:28 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-JDLI8?S6HqQNyz7L6b9UAPyTzvJLgzGwVfXXR1ySBID Scale = 1:17.2 1 2 5 6 3 4 3x6 4x6 3-1-3 3-0-11 -3-0-10 3-0-10 3-1-3 3-1-3 1-4-142-10-02-3-42-10-05.53 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] 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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.29 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-12, 3=Mechanical, 4=Mechanical Max Horz 5=99(LC 16) Max Uplift 5=-80(LC 16), 3=-66(LC 20) Max Grav 5=419(LC 21), 3=13(LC 12), 4=49(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-379/413 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) -3-0-10 to 1-2-4, Exterior(2) 1-2-4 to 3-0-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) 5, 3. October 19,2021 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 26482 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403075 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:31 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-kn1Qm1U_aloxpRswokjBo2a?w6KptK?MCdmB2MySBIA Scale = 1:15.2 1 2 5 6 7 3 4 3x4 3x4 2-4-2 2-4-2 -1-10-8 1-10-8 2-4-2 2-4-2 1-0-142-5-52-0-62-5-57.00 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 0.25 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-2 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=83(LC 16) Max Uplift 5=-37(LC 16), 3=-16(LC 20) Max Grav 5=265(LC 21), 3=28(LC 24), 4=35(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph 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) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 2-3-6 zone; cantilever left and right exposed ; end vertical left and right 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) 5, 3. October 19,2021 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 26482 Truss J02 Truss Type Jack-Open Qty 2 Ply 1 TODD COTTAGE Job Reference (optional) I48403076 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:33 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-gA8BBiWE6N2f2k0Jv9lftTfLQw?8LEVffwFI6EySBI8 Scale = 1:20.8 1 2 5 3 4 3x4 3x4 1-5-2 1-5-2 -1-10-8 1-10-8 1-5-2 1-5-2 2-8-03-6-00-4-153-1-13-6-07.00 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 0.25 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.04 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-2 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=100(LC 16) Max Uplift 3=-69(LC 20), 4=-67(LC 16) Max Grav 5=269(LC 1), 3=12(LC 14), 4=46(LC 14) 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) 3, 4. October 19,2021 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 26482 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403077 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:33 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-gA8BBiWE6N2f2k0Jv9lftTfLLw_OLEVffwFI6EySBI8 Scale = 1:22.3 1 2 5 3 4 3x4 4x4 1-0-6 1-0-6 -1-10-8 1-10-8 1-0-6 1-0-6 3-0-03-9-53-3-133-9-59.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12] 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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.25 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.05 (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 1-0-6 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=116(LC 14) Max Uplift 3=-115(LC 18), 4=-144(LC 14) Max Grav 5=296(LC 1), 3=9(LC 12), 4=78(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-271/90 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) except (jt=lb) 3=115, 4=144. October 19,2021 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 26482 Truss J03A Truss Type Jack-Open Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403078 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:35 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-cZGxcOXVe_INI2Ah1Zo7yukiyjgjp8_x6EkOB7ySBI6 Scale = 1:22.3 1 4 2 3 3x4 3x4 1-0-6 1-0-6 1-0-6 1-0-6 3-0-03-9-53-3-133-9-59.00 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 0.18 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.03 (loc) 4 4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-6 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=64(LC 14) Max Uplift 4=-86(LC 12), 2=-60(LC 14), 3=-70(LC 14) Max Grav 4=132(LC 14), 2=55(LC 19), 3=75(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 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) 4, 2, 3. October 19,2021 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 26482 Truss J04 Truss Type Jack-Open Qty 2 Ply 1 TODD COTTAGE Job Reference (optional) I48403079 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:37 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-YxOi14ZlAbY5XMJ48_qb2Jq1PXORH2UEaYDVF?ySBI4 Scale = 1:12.5 1 2 5 3 41.5x4 3x4 1-5-2 1-5-2 -1-10-8 1-10-8 1-5-2 1-5-2 1-0-141-10-141-5-151-10-147.00 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 0.25 0.06 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 1-5-2 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=72(LC 16) Max Uplift 5=-50(LC 16), 3=-56(LC 20), 4=-15(LC 20) Max Grav 5=269(LC 1), 3=10(LC 12), 4=16(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) 5, 3, 4. October 19,2021 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 26482 Truss J05 Truss Type Jack-Open Qty 2 Ply 1 TODD COTTAGE Job Reference (optional) I48403080 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:38 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-18y4EQaNxvhy9WuGiiLqaWMB4xkt0VkOpCy3oSySBI3 Scale = 1:14.0 1 2 5 3 41.5x4 3x4 1-0-6 1-0-6 -1-10-8 1-10-8 1-0-6 1-0-6 1-4-142-2-31-8-112-2-39.00 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 0.25 0.05 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 1-0-6 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=88(LC 14) Max Uplift 5=-30(LC 14), 3=-102(LC 18), 4=-32(LC 14) Max Grav 5=296(LC 1), 3=19(LC 14), 4=15(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-259/138 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) 5, 4 except (jt=lb) 3=102. October 19,2021 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 26482 Truss J06 Truss Type Jack-Open Qty 2 Ply 1 TODD COTTAGE Job Reference (optional) I48403081 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:39 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-VKWSSmb?iDppmfTSGPs37kvMvL4flykX1sicKuySBI2 Scale = 1:15.2 1 2 5 4 3 1.5x4 3x6 3x4 1-4-14 1-4-14 -1-10-8 1-10-8 1-4-14 1-4-14 1-7-22-5-02-0-12-5-07.00 12 Plate Offsets (X,Y)-- [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 0.25 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-14 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=46(LC 15) Max Uplift 5=-46(LC 16), 3=-86(LC 20), 4=-41(LC 16) Max Grav 5=269(LC 1), 3=44(LC 16), 4=28(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-257/101 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) 5, 3, 4. October 19,2021 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 26482 Truss J07 Truss Type Jack-Open Qty 2 Ply 1 TODD COTTAGE Job Reference (optional) I48403082 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:40 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-zW3qf6bdTWxgOp2fp7NIfxSXakPhUPEhGWR9sKySBI1 Scale = 1:16.7 1 2 5 3 4 3x4 3x4 1-0-6 1-0-6 -1-10-8 1-10-8 1-0-6 1-0-6 1-11-22-8-72-2-152-8-79.00 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 0.25 0.09 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 1-0-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-0, 3=Mechanical, 4=Mechanical Max Horz 5=97(LC 14) Max Uplift 3=-108(LC 18), 4=-66(LC 14) Max Grav 5=296(LC 1), 3=10(LC 10), 4=32(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-265/122 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) 4 except (jt=lb) 3=108. October 19,2021 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 26482 Truss J13 Truss Type Jack-Open Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403083 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:41 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-RjdCtScFEq3X0zdrNquXC9_iO8kVDsTqVABjOmySBI0 Scale = 1:18.5 1 2 5 3 4 3x4 3x4 1-1-0 1-1-0 -1-10-8 1-10-8 1-1-0 1-1-0 2-4-143-0-87.00 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 0.25 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 1-1-0 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=91(LC 16) Max Uplift 5=-5(LC 12), 3=-105(LC 20), 4=-77(LC 16) Max Grav 5=290(LC 1), 3=7(LC 12), 4=45(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-263/112 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) 5, 4 except (jt=lb) 3=105. October 19,2021 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 26482 Truss K01 Truss Type Flat Girder Qty 1 Ply 2 TODD COTTAGE Job Reference (optional) I48403084 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:43 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-N5lzI7eWlRJEFHnEVFx?Ha44IyRThl97yUgpTfySBI_ Scale = 1:14.1 1 2 3 6 5 4 7 1.5x4 3x4 1.5x4 4x8 1.5x4 3x4 3-0-0 3-0-0 6-0-0 3-0-0 3-0-0 3-0-0 6-0-0 3-0-0 2-0-0LOADING (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 0.09 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 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 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical Max Horz 6=43(LC 7) Max Grav 6=307(LC 1), 4=397(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-281/8, 1-2=-368/0, 2-3=-368/0, 3-4=-371/0 WEBS 1-5=0/428, 2-5=-378/3, 3-5=0/428 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph 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 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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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: 2=-121 7=-126 October 19,2021 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 26482 Truss M01 Truss Type Monopitch Qty 5 Ply 1 TODD COTTAGE Job Reference (optional) I48403085 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:44 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-rIJLVTe8WlR5tRMQ2ySEqnc7dMhwQCDGB8PN_5ySBHz Scale = 1:15.1 1 2 3 4 5 6 1.5x4 3x4 1.5x4 -0-10-8 0-10-8 7-0-0 7-0-0 0-4-132-1-131-10-50-3-82-1-133.00 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 0.63 0.39 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.23 0.00 (loc) 2-4 2-4 4 l/defl >710 >355 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 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)2=0-3-8, 4=0-1-8 Max Horz 2=52(LC 13) Max Uplift 2=-27(LC 12), 4=-3(LC 12) Max Grav 2=342(LC 21), 4=288(LC 21) 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) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 6-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. October 19,2021 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 26482 Truss M01A Truss Type Monopitch Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403086 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:45 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-JUtjipfmH3ZyVawccgzTM?9HFl199fTQQo9wWYySBHy Scale = 1:14.0 1 2 3 4 5 6 3x4 1.5x4 1.5x4 7-0-0 7-0-0 0-4-132-1-131-10-50-3-82-1-133.00 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 0.64 0.39 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.23 0.00 (loc) 1-3 1-3 3 l/defl >710 >355 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 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)1=0-3-8, 3=0-1-8 Max Horz 1=50(LC 13) Max Uplift 3=-5(LC 12) Max Grav 1=273(LC 21), 3=286(LC 21) 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. October 19,2021 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 26482 Truss PB01 Truss Type Piggyback Qty 7 Ply 1 TODD COTTAGE Job Reference (optional) I48403087 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:46 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-ogR5w9gO2Mhp6kVoANUivChau9SNu6nZeSuU3_ySBHx Scale = 1:30.5 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-2-0 16-2-0 8-1-0 8-1-0 16-2-0 8-1-0 0-4-54-6-150-1-100-4-50-1-107.00 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 0.14 0.07 0.06 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: 46 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 14-5-11. (lb) - Max Horz 2=-71(LC 14) 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 except 9=265(LC 1), 10=348(LC 21), 8=348(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-265/95, 5-8=-265/95 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) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 8-1-0, Exterior(2) 8-1-0 to 11-1-0, Interior(1) 11-1-0 to 15-9-14 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 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) 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, 6, 10, 8. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. October 19,2021 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 26482 Truss PB02 Truss Type Piggyback Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403088 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:48 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-k3YsLriea_xXM2fBHoWA_dnw1z7oM0Os6mNa7tySBHv Scale = 1:27.4 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-2-0 16-2-0 6-11-4 6-11-4 9-2-12 2-3-8 16-2-0 6-11-4 0-4-53-10-150-1-100-4-50-1-103-10-157.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-5], [6:0-2-0,0-2-5] 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 0.05 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: 45 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-5-11. (lb) - Max Horz 2=-60(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 12, 10 Max Grav All reactions 250 lb or less at joint(s) except 2=295(LC 37), 8=295(LC 37), 11=283(LC 36), 12=472(LC 37), 10=472(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-254/73, 6-7=-254/73 WEBS 3-12=-380/94, 7-10=-380/94 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) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 6-11-4, Exterior(2) 6-11-4 to 13-5-11, Interior(1) 13-5-11 to 15-9-14 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 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) Provide adequate drainage to prevent water ponding. 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, 8, 12, 10. 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. October 19,2021 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 26482 Truss PB03 Truss Type Piggyback Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403089 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:49 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-CF6EYBiHLH3OzCENrW2PXrJ4hNT55SR?KQ78gJySBHu Scale = 1:27.4 1 2 3 4 5 6 7 8 9 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 16-2-0 16-2-0 4-6-5 4-6-5 11-7-11 7-1-6 16-2-0 4-6-5 0-4-52-6-10-1-100-4-50-1-102-6-17.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-5], [6:0-2-0,0-2-5] 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 0.23 0.07 0.07 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: 42 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-5-11. (lb) - Max Horz 2=38(LC 15) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=528(LC 36), 12=407(LC 37), 10=407(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-447/75, 3-12=-311/69, 7-10=-311/69 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) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 4-6-5, Exterior(2) 4-6-5 to 8-9-4, Interior(1) 8-9-4 to 11-7-11, Exterior(2) 11-7-11 to 15-9-14 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 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) Provide adequate drainage to prevent water ponding. 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, 8, 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. October 19,2021 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 26482 Truss PB04 Truss Type Piggyback Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403090 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:51 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-8eE_zskXtvJ6DVOmzw4tcGPR2A99ZNDIokcFkBySBHs Scale = 1:27.4 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-2-0 16-2-0 1-11-7 1-11-7 14-2-9 12-3-1 16-2-0 1-11-7 0-4-51-0-10-1-100-4-50-1-101-0-17.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-5], [7:0-2-0,0-2-5] 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 0.10 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.01 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 37 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 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 14-5-11. (lb) - Max Horz 2=-15(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 12, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=443(LC 36), 11=323(LC 36), 10=472(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/51, 7-8=-300/54 WEBS 4-12=-357/72, 5-11=-282/49, 6-10=-380/74 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) 0-4-2 to 6-2-6, Interior(1) 6-2-6 to 14-2-9, Exterior(2) 14-2-9 to 15-9-14 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 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) Provide adequate drainage to prevent water ponding. 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, 8, 12, 11, 10. 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. October 19,2021 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 26482 Truss PB05 Truss Type Piggyback Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403091 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:53 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-40MlOYlnPWZqSpY94L6LhhUnG_q01G8bF25Lp4ySBHq Scale = 1:31.3 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 16-2-0 16-2-0 7-8-9 7-8-9 8-5-7 0-8-14 16-2-0 7-8-9 0-4-54-4-60-1-100-4-50-1-104-4-67.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-5], [6:0-2-0,0-2-5] 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 0.07 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: 46 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-5-11. (lb) - Max Horz 2=68(LC 15) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=355(LC 37), 12=505(LC 37), 10=505(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-279/0, 3-12=-415/102, 7-10=-415/101 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) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 7-8-9, Exterior(2) 7-8-9 to 12-8-5, Interior(1) 12-8-5 to 15-9-14 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 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) Provide adequate drainage to prevent water ponding. 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, 8, 12, 10. 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. October 19,2021 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 26482 Truss PB06 Truss Type Piggyback Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403092 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:54 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-ZDw7bumPAqih4z6Le3daEu1xHOAEmkjkUiqvLWySBHp Scale = 1:27.4 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-2-0 16-2-0 5-1-11 5-1-11 11-0-5 5-10-9 16-2-0 5-1-11 0-4-52-10-60-1-100-4-50-1-102-10-67.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-5], [6:0-2-0,0-2-5] 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 0.07 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: 43 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-5-11. (lb) - Max Horz 2=44(LC 15) 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=465(LC 36), 12=416(LC 37), 10=416(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-386/70, 3-12=-321/72, 7-10=-321/72 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) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 5-1-11, Exterior(2) 5-1-11 to 9-4-10, Interior(1) 9-4-10 to 11-0-5, Exterior(2) 11-0-5 to 15-3-13, Interior(1) 15-3-13 to 15-9-14 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 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) Provide adequate drainage to prevent water ponding. 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, 8, 11, 12, 10. 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. October 19,2021 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 26482 Truss PB07 Truss Type Piggyback Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403093 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 11:59:56 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-Vb1t0aoghRyOJHGjlUg2JJ6GxBsfEeJ1x?J?PPySBHn Scale = 1:27.4 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-2-0 16-2-0 2-6-14 2-6-14 13-7-2 11-0-5 16-2-0 2-6-14 0-4-51-4-60-1-100-4-50-1-101-4-67.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-5], [7:0-2-0,0-2-5] 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 0.23 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: 38 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.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-5-11. (lb) - Max Horz 2=21(LC 15) 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=524(LC 36), 12=430(LC 36), 10=430(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-444/75, 4-12=-350/72, 6-10=-350/72 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) 0-4-2 to 6-9-12, Interior(1) 6-9-12 to 13-7-2, Exterior(2) 13-7-2 to 15-9-14 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 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) Provide adequate drainage to prevent water ponding. 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, 8, 11, 12, 10. 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. October 19,2021 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 26482 Truss V01 Truss Type Valley Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403094 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 12:00:00 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-NNHOsxrAlgSqouaV_Jk_T9HzBoDZAQ4dsdHDYAySBHj Scale = 1:32.8 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 13-10-10 13-10-10 13-10-15 0-0-5 6-11-8 6-11-8 13-10-15 6-11-8 0-0-45-2-100-0-49.00 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 0.15 0.08 0.07 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: 43 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 13-10-4. (lb) - Max Horz 1=-78(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=255(LC 1), 8=313(LC 27), 6=313(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) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 6-11-8, Exterior(2) 6-11-8 to 9-11-8, Interior(1) 9-11-8 to 13-5-11 zone; cantilever left and right exposed ; end 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) 8, 6. October 19,2021 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 26482 Truss V02 Truss Type Valley Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403095 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 12:00:06 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-CWef7?vxLWC_Wp1eLarOjQXzKDExa9iWFZkXmqySBHd Scale = 1:26.1 1 2 3 4 5 6 7 8 3x4 4x6 3x4 1.5x4 10-9-4 10-9-4 10-9-10 0-0-5 5-4-13 5-4-13 10-9-10 5-4-13 0-0-44-0-100-0-49.00 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 0.30 0.21 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 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=10-8-15, 3=10-8-15, 4=10-8-15 Max Horz 1=-59(LC 12) Max Uplift 1=-10(LC 14), 3=-10(LC 14) Max Grav 1=201(LC 1), 3=201(LC 1), 4=392(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) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 5-4-13, Exterior(2) 5-4-13 to 8-4-13, Interior(1) 8-4-13 to 10-4-6 zone; cantilever left and right exposed ; end 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. October 19,2021 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 26482 Truss V03 Truss Type Valley Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403096 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 12:00:07 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-gjC1KLwZ6pKr7zcrvIMdFe3ArdctJcWfTDU5IGySBHc Scale = 1:19.8 1 2 3 4 5 6 7 8 3x4 4x4 3x4 1.5x4 0-0-5 0-0-5 7-8-4 7-7-15 3-10-2 3-10-2 7-8-4 3-10-2 0-0-42-10-100-0-49.00 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 0.18 0.10 0.03 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: 21 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=7-7-10, 3=7-7-10, 4=7-7-10 Max Horz 1=-41(LC 12) Max Uplift 1=-12(LC 14), 3=-12(LC 14) Max Grav 1=150(LC 1), 3=150(LC 1), 4=244(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) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 3-10-2, Exterior(2) 3-10-2 to 6-10-2, Interior(1) 6-10-2 to 7-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. October 19,2021 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 26482 Truss V04 Truss Type Valley Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403097 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 12:00:09 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-c5Kol0yqeRbYNHmD0iP5L38YRRJRnWEyxXzCN9ySBHa Scale = 1:11.3 1 2 3 4 3x4 4x4 3x4 1.5x4 0-0-5 0-0-5 4-6-15 4-6-10 2-3-8 2-3-8 4-6-15 2-3-8 0-0-41-8-100-0-49.00 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 0.05 0.03 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-6-4, 3=4-6-4, 4=4-6-4 Max Horz 1=22(LC 13) Max Uplift 1=-7(LC 14), 3=-7(LC 14) Max Grav 1=82(LC 1), 3=82(LC 1), 4=133(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. October 19,2021 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 26482 Truss V05 Truss Type Valley Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403098 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 12:00:15 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-RFh3?40aDHLi5CDNNzVVaKOVcrLNBCoqJTQWaoySBHU Scale = 1:46.6 1 2 3 4 7 6 5 8 9 10 113x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 13-4-11 13-4-11 0-0-47-9-127.00 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 0.26 0.12 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 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 10-0-0 oc bracing. REACTIONS.All bearings 13-4-5. (lb) - Max Horz 1=203(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=438(LC 5), 7=411(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-268/279 WEBS 3-6=-287/111, 2-7=-298/116 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) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 13-2-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 5, 6, 7. October 19,2021 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 26482 Truss V06 Truss Type Valley Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403099 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 12:00:34 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-OvKF?ZFVl6k?t6A1_SLzrKhmjWpa8pTdhwW0lCySBHB Scale = 1:38.2 1 2 3 4 7 6 5 8 9 10 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 10-9-14 10-9-14 0-0-46-3-127.00 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 0.20 0.14 0.07 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: 38 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 10-9-7. (lb) - Max Horz 1=162(LC 15) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=414(LC 23), 7=275(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-291/126 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) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 10-8-2 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) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 5, 6, 7. October 19,2021 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 26482 Truss V07 Truss Type Valley Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403100 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 12:00:40 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-C3hWFdKGKyU9b1eBKjSN5bxo4wtIYXQW3szLzsySBH5 Scale = 1:30.0 1 2 3 5 4 6 7 8 3x4 1.5x4 1.5x4 1.5x4 1.5x4 8-3-0 8-3-0 0-0-44-9-127.00 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 0.21 0.12 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: 27 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. (size)1=8-2-9, 4=8-2-9, 5=8-2-9 Max Horz 1=121(LC 15) Max Uplift 4=-11(LC 13), 5=-29(LC 16) Max Grav 1=119(LC 28), 4=138(LC 20), 5=389(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-295/132 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) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 8-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 4, 5. October 19,2021 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 26482 Truss V08 Truss Type Valley Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403101 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 12:00:50 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-w_IIM2SX_1lkoaO6wqejViLSIyFQu3Z_MPOsJHySBGx Scale = 1:20.7 1 2 3 4 5 6 3x4 1.5x4 1.5x4 5-8-2 5-8-2 0-0-43-3-127.00 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 0.42 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 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 5-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-7-11, 3=5-7-11 Max Horz 1=80(LC 13) Max Uplift 3=-3(LC 13) Max Grav 1=201(LC 20), 3=207(LC 20) 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) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 5-6-6 zone; cantilever left and right exposed ; end vertical left and right 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) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 3. October 19,2021 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 26482 Truss V09 Truss Type Valley Qty 1 Ply 1 TODD COTTAGE Job Reference (optional) I48403102 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Oct 18 12:01:03 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:6QKXJ07GyaiZnT9nUCl6_?ySExc-1UaC4Uchw0OuraucB2NmXSOlECkhRxnuLx22G0ySBGk Scale: 1"=1' 1 2 3 3x4 1.5x4 1.5x4 3-1-5 3-1-5 0-0-41-9-127.00 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 0.09 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 3-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-0-14, 3=3-0-14 Max Horz 1=39(LC 13) Max Uplift 3=-1(LC 13) Max Grav 1=97(LC 1), 3=97(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) 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) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 3. October 19,2021 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