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HomeMy WebLinkAboutBRG 220 Truss Stamp16023 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 ProBuild (CarterLee Bldg Components). November 20,2020 Liu, Xuegang Pages or sheets covered by this seal: I43711005 thru I43711050 My license renewal date for the state of Indiana is July 31, 2022. B20003442 McKenzie 220 Bridgemont 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 Component available 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 B20003442 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711005 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:11:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-TYJpp7pv83JSJtIWMaTLC3gK?_pMK3mM5G?R0xyHZjR Scale = 1:29.3 1 2 6 5 7 8 3 9 10 4 2x4 4x6 2x4 1-0-01-0-0 5-2-14-2-1 -2-1-7 2-1-7 5-2-1 5-2-1 2-0-65-1-100-7-54-6-55-1-107.20 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.14 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-1 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=101(LC 8) Max Uplift 6=-45(LC 8), 3=-62(LC 8), 4=-74(LC 8) Max Grav 6=471(LC 1), 3=161(LC 31), 4=107(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-421/0 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 22 lb up at 2-7-14, and 80 lb down and 74 lb up at 3-5-12 on top chord, and 51 lb down and 82 lb up at 2-7-14, and 32 lb down and 39 lb up at 3-5-12 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-6=-20 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711006 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:11:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-PxRZEpq9ggZAYBRvT?VpHUlfCoVqoyjeYaUX5qyHZjP Scale = 1:66.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 29 30 3x4 3x6 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-1-016-1-0 -1-3-4 1-3-4 8-0-8 8-0-8 16-1-0 8-0-8 2-0-610-0-142-0-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.30 0.14 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 1 1 15 2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 117 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 8-21,7-22,9-20: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-21, 7-22, 9-20 REACTIONS.All bearings 16-1-0. (lb) - Max Horz 28=207(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 22, 24, 25, 26, 20, 19, 18, 17 except 28=-204(LC 8), 15=-201(LC 9), 27=-219(LC 9), 16=-177(LC 8) Max Grav All reactions 250 lb or less at joint(s) 15, 22, 24, 25, 26, 20, 19, 18, 17 except 28=345(LC 20), 21=280(LC 12), 27=257(LC 10), 16=283(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-28=-263/138, 6-7=-144/321, 7-8=-157/347, 8-9=-157/347, 9-10=-144/321 WEBS 8-21=-420/151 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-3-4 to 1-8-12, Exterior(2N) 1-8-12 to 8-0-8, Corner(3R) 8-0-8 to 11-0-8, Exterior(2N) 11-0-8 to 15-11-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 24, 25, 26, 20, 19, 18, 17 except (jt=lb) 28=204, 15=201, 27=219, 16=177. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711007 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:11:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-LKYKeVsPCHpunVbHbQXHNvq_zbArGoyx?uze9iyHZjN Scale = 1:76.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 33 34 35 36 37 3x4 3x6 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-7-018-7-0 -1-3-4 1-3-4 9-3-8 9-3-8 18-7-0 9-3-8 19-10-4 1-3-4 2-0-611-3-142-0-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.17 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 17 17 18 16 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 143 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 8-25,7-26,10-24,11-23: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-26, 11-23 JOINTS 1 Brace at Jt(s): 33, 34, 35 REACTIONS.All bearings 18-7-0. (lb) - Max Horz 32=-238(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 26, 27, 28, 30, 23, 22, 21, 20 except 32=-228(LC 8), 18=-217(LC 9), 31=-254(LC 9), 19=-246(LC 8) Max Grav All reactions 250 lb or less at joint(s) 26, 27, 28, 30, 23, 22, 21, 20 except 32=381(LC 20), 18=372(LC 19), 25=330(LC 22), 31=293(LC 10), 24=329(LC 21), 19=284(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-32=-281/148, 6-7=-108/252, 7-8=-160/360, 8-9=-130/267, 9-10=-130/267, 10-11=-160/360, 11-12=-108/252, 16-18=-275/141 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-3-4 to 1-8-12, Exterior(2N) 1-8-12 to 9-3-8, Corner(3R) 9-3-8 to 12-3-8, Exterior(2N) 12-3-8 to 19-10-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 27, 28, 30, 23, 22, 21, 20 except (jt=lb) 32=228, 18=217, 31=254, 19=246. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss GE03 Truss Type GABLE l l Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711008 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:11:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-lvESHXuIVCCTeyKsGY5__XSNzp5IT4FOisBIm1yHZjK Scale = 1:105.2 1 2 3 4 5 6 7 8 9 10 11 25 24 23 22 21 20 19 18 17 16 15 14 13 12 45 46 47 48 49 50 51 52 3x8 5x12 3x6 5x8 6x6 10x16 10x10 3x6 2x4 3x4 3x6 4x6 5x6 3x6 2x4 4x8 5x12 3x6 4x10 5x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-2-07-2-0 12-6-85-4-8 15-8-143-2-6 20-9-95-0-12 26-0-95-2-15 31-10-145-10-6 38-2-76-3-9 44-9-86-7-1 -1-3-4 1-3-4 7-2-0 7-2-0 15-8-14 8-6-14 20-9-9 5-0-12 26-0-9 5-2-15 31-0-0 4-11-7 31-10-14 0-10-14 38-2-7 6-3-9 44-9-8 6-7-1 0-11-86-2-710-0-09-3-1312-0-05-8-32-0-012-0-04.00 12 9.00 12 5.25 12 Plate Offsets (X,Y)-- [5:0-3-0,0-0-1], [6:0-6-0,0-2-0], [8:0-4-0,0-2-0], [9:0-3-8,Edge], [11:0-3-0,0-1-12], [15:0-4-0,0-2-4], [25:0-1-11,0-0-9], [25:0-2-12,0-2-12], [34:0-1-15,0-1-0], [36:0-1-15,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.63 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.23 0.06 0.03 (loc) 18-20 18-20 12 9-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 277 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 19-25: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-24,3-20,5-18,13-15,2-25,2-24,11-12,5-20: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-5 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 9-15 WEBS 1 Row at midpt 6-18, 7-16, 8-16, 10-13, 11-12, 5-20 REACTIONS.All bearings 12-10-0 except (jt=length) 12=Mechanical. (lb) - Max Horz 25=157(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 25 except 21=-184(LC 18), 23=-430(LC 18) Max Grav All reactions 250 lb or less at joint(s) 22 except 25=377(LC 25), 12=1577(LC 2), 24=839(LC 27), 20=2326(LC 2), 20=2152(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-35/538, 5-6=-1265/38, 6-7=-1250/44, 7-8=-1250/44, 8-9=-1641/94, 9-10=-1561/44, 10-11=-1195/26, 2-25=-316/81, 11-12=-1483/23 BOT CHORD 18-20=-34/492, 16-18=0/921, 15-16=0/1259, 9-15=-560/95 WEBS 3-24=-448/135, 3-20=-421/78, 5-18=0/704, 6-18=-344/32, 6-16=-48/750, 7-16=-462/102, 8-15=-93/765, 13-15=0/1077, 10-15=0/459, 10-13=-1011/59, 11-13=0/1324, 5-20=-1984/15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-4 to 3-2-8, Interior(1) 3-2-8 to 20-9-9, Exterior(2R) 20-9-9 to 25-3-5, Interior(1) 25-3-5 to 31-0-0, Exterior(2E) 31-0-0 to 32-0-15, Interior(1) 32-0-15 to 44-7-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25 except (jt=lb) 21=184, 23=430. Continued on page 2 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss GE03 Truss Type GABLE l l Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711008 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:11:54 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-E5oqUsvwGWKKG6v3qGcDXl?YjCRXCXVXwWxsIUyHZjJ NOTES- 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss GE04 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711009 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:11:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-ATvbvYxAn7a2VQ2RxgehcA4?e0CqgVpqOqQzNMyHZjH Scale = 1:86.5 1 2 34 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 39 40 41 4x6 3x6 3x6 4x6 3x6 3x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-0-022-0-0 -1-3-4 1-3-4 11-0-0 11-0-0 22-0-0 11-0-0 23-3-4 1-3-4 2-0-613-0-62-0-612.00 12 Plate Offsets (X,Y)-- [22:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.40 0.19 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.01 -0.00 (loc) 21 21 22 20 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 182 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 10-30,9-31,8-32,12-29,13-28,14-27: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 30-40, 9-31, 8-32, 29-41, 13-28, 14-27 JOINTS 1 Brace at Jt(s): 39, 40, 41 REACTIONS.All bearings 22-0-0. (lb) - Max Horz 38=-269(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 31, 32, 34, 35, 36, 28, 27, 26, 25, 24 except 38=-223(LC 8), 22=-211(LC 9), 37=-253(LC 9), 23=-244(LC 8) Max Grav All reactions 250 lb or less at joint(s) 31, 32, 34, 35, 36, 28, 27, 26, 25, 24 except 38=384(LC 20), 22=374(LC 19), 30=348(LC 22), 37=306(LC 10), 29=346(LC 21), 23=296(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-38=-289/154, 8-9=-145/293, 9-10=-197/393, 10-11=-155/287, 11-12=-155/287, 12-13=-197/393, 13-14=-145/293, 20-22=-282/146 WEBS 30-40=-275/95, 29-41=-275/95 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-3-4 to 1-8-0, Exterior(2N) 1-8-0 to 11-0-0, Corner(3R) 11-0-0 to 14-0-0, Exterior(2N) 14-0-0 to 23-3-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31, 32, 34, 35, 36, 28, 27, 26, 25, 24 except (jt=lb) 38=223, 22=211, 37=253, 23=244. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss GE05 Truss Type Valley Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711010 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:11:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-6s1LKEyQJlqlljCq35g9hbAQCqxu8U?7r8v3RFyHZjF Scale = 1:35.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-0-211-0-2 5-6-1 5-6-1 11-0-2 5-6-1 0-0-45-6-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.07 0.03 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-0-2. (lb) - Max Horz 1=-93(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 14, 15, 16, 12, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 13, 14, 15, 16, 12, 11, 10 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-4-4 to 3-4-4, Exterior(2N) 3-4-4 to 5-6-1, Corner(3R) 5-6-1 to 8-6-1, Exterior(2N) 8-6-1 to 10-7-14 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 14, 15, 16, 12, 11, 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711011 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:11:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-a2bjXaz242ycMtn0dpBOEoia7DFJswDG4ned_hyHZjE Scale = 1:21.7 1 2 6 5 3 4 2x4 3x6 2x4 1-0-01-0-0 1-7-110-7-11 -1-3-4 1-3-4 1-7-11 1-7-11 2-0-63-8-13-1-103-8-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.14 0.13 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: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-11 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=68(LC 9) Max Uplift 3=-8(LC 12), 4=-73(LC 12) Max Grav 6=242(LC 1), 3=14(LC 8), 4=66(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-198/333 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711012 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-2F96lw_hrM4T_1MCAWjdn0FlydarbOaPJROAW7yHZjD Scale: 1/2"=1' 1 2 6 5 3 4 2x4 3x6 2x4 1-0-01-0-0 3-4-52-4-5 -1-3-4 1-3-4 3-4-5 3-4-5 1-8-34-2-73-8-154-2-79.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.25 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.03 (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 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-5 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=78(LC 12) Max Uplift 3=-42(LC 12), 4=-20(LC 12) Max Grav 6=296(LC 1), 3=101(LC 1), 4=63(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-265/32 WEBS 2-5=-182/314 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-4 to 1-8-12, Interior(1) 1-8-12 to 3-3-9 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711013 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-WRjUyG_JcgCKcBxPkEEsJDosM1u6KqLZX58j2ayHZjC Scale = 1:28.8 1 2 6 5 3 4 2x4 3x6 2x4 1-0-01-0-0 4-7-93-7-9 -1-3-4 1-3-4 4-7-9 4-7-9 1-8-35-1-144-8-65-1-149.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.40 0.38 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.05 -0.07 (loc) 4-5 4-5 3 l/defl >908 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-9 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=105(LC 12) Max Uplift 3=-65(LC 12), 4=-10(LC 12) Max Grav 6=353(LC 1), 3=159(LC 1), 4=88(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-308/53 WEBS 2-5=-225/392 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-4 to 1-8-12, Interior(1) 1-8-12 to 4-6-13 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss M01 Truss Type MONOPITCH Qty 15 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711014 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-WRjUyG_JcgCKcBxPkEEsJDopM1vlKpnZX58j2ayHZjC Scale = 1:47.3 1 2 3 5 4 3x4 3x4 6x8 4x6 -1-3-4 1-3-4 6-1-8 6-1-8 2-0-68-1-147-10-60-3-88-1-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-0-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.27 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 -0.00 -0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >760 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-2-9 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=180(LC 12) Max Uplift 4=-147(LC 12) Max Grav 5=419(LC 1), 4=299(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-357/0 BOT CHORD 4-5=-394/280 WEBS 2-4=-283/405 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-4 to 1-8-12, Interior(1) 1-8-12 to 5-11-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=147. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss MG01 Truss Type Jack-Closed Girder Qty 1 Ply 2 McKenzie 220 Bridgemont Job Reference (optional) I43711015 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-TqrENx0Z8HS2rV5nsfGKOetB8rQCoaVs?Pdq7SyHZjA Scale = 1:60.9 1 2 3 6 5 478910111213 3x4 4x6 2x4 4x6 10x10 3x8 6-3-86-3-8 12-7-06-3-8 6-3-8 6-3-8 12-7-0 6-3-8 5-8-311-2-45.25 12 Plate Offsets (X,Y)-- [5:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.92 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 0.00 0.03 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 163 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4,2-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS. (size)6=Mechanical, 4=Mechanical Max Horz 6=128(LC 8) Max Uplift 6=-69(LC 8), 4=-229(LC 8) Max Grav 6=2579(LC 2), 4=2951(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1888/52, 1-2=-1512/52 BOT CHORD 4-5=-127/1323 WEBS 1-5=-0/1708, 2-5=-101/1819, 2-4=-2155/209 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) 6 except (jt=lb) 4=229. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 712 lb down and 58 lb up at 1-9-12, 712 lb down and 58 lb up at 3-9-12, 710 lb down and 58 lb up at 5-9-12, 710 lb down and 58 lb up at 7-9-12, and 710 lb down and 58 lb up at 9-9-12, and 716 lb down and 55 lb up at 11-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss MG01 Truss Type Jack-Closed Girder Qty 1 Ply 2 McKenzie 220 Bridgemont Job Reference (optional) I43711015 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:03 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-TqrENx0Z8HS2rV5nsfGKOetB8rQCoaVs?Pdq7SyHZjA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 4-6=-20 Concentrated Loads (lb) Vert: 7=-710(F) 8=-710(F) 9=-710(F) 10=-710(F) 12=-710(F) 13=-714(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 Component available 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 B20003442 Truss PB01 Truss Type Piggyback Qty 10 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711016 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-x0OcaH1BvbavTeg_PMnZxsQNcEyuXC3?D3MOfuyHZj9 Scale: 1/2"=1' 1 2 3 4 5 6 4x6 3x4 3x4 2x4 10-2-710-2-7 5-1-3 5-1-3 10-2-7 5-1-3 0-4-103-8-70-1-80-4-100-1-89.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-8], [4:0-1-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.18 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 0.01 0.00 -0.01 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=8-10-1, 4=8-10-1, 6=8-10-1 Max Horz 2=-65(LC 10) Max Uplift 2=-15(LC 12), 4=-22(LC 13) Max Grav 2=271(LC 1), 4=271(LC 1), 6=406(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-257/49 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 3-3-7, Interior(1) 3-3-7 to 5-1-3, Exterior(2R) 5-1-3 to 8-1-3, Interior(1) 8-1-3 to 9-11-0 zone; end 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss PB02 Truss Type Piggyback Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711017 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-PCy?od2pguim4oEAz3IoU3ycIeKNGgv9Sj6xBLyHZj8 Scale = 1:17.6 1 2 3 4 5 67 10 9 8 4x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 10-2-710-2-7 10-2-7 10-2-7 0-4-101-10-42-0-60-1-80-4-100-1-81-10-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.08 0.04 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 6 7 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-10-1. (lb) - Max Horz 2=-34(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 2-10-8, Exterior(2R) 2-10-8 to 5-10-8, Interior(1) 5-10-8 to 7-3-15, Exterior(2E) 7-3-15 to 9-11-0 zone; end 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9, 10, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss T01 Truss Type Common Qty 15 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711018 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-Lb4lDJ34CWyUK6OZ5ULGZU2u2SuvkRmRw1b2GDyHZj6 Scale = 1:59.8 1 2 3 4 5 6 10 9 8 7 4x6 2x4 3x6 3x8 4x6 4x6 2x4 3x6 3x6 8-0-88-0-8 16-1-08-0-8 -1-3-4 1-3-4 3-6-0 3-6-0 8-0-8 4-6-8 12-7-0 4-6-8 16-1-0 3-6-0 2-0-610-0-142-0-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.55 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.16 0.01 0.01 (loc) 7-8 8-10 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=207(LC 9) Max Grav 10=908(LC 1), 7=784(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-615/99, 4-5=-617/99, 2-10=-256/96 BOT CHORD 8-10=-81/442, 7-8=-20/410 WEBS 4-8=-60/351, 3-10=-693/0, 5-7=-684/31 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-4 to 1-8-12, Interior(1) 1-8-12 to 8-0-8, Exterior(2R) 8-0-8 to 11-0-8, Interior(1) 11-0-8 to 15-11-4 zone; end 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) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss T02 Truss Type Common Qty 5 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711019 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-pne7Qf4izp4LxGzleCsV5ia0Ls8vTyRb8hKbogyHZj5 Scale = 1:67.1 1 2 3 4 5 6 7 11 10 9 8121314 4x6 3x6 3x8 4x6 4x6 3x4 4x8 4x8 3x4 9-3-89-3-8 18-7-09-3-8 -1-3-4 1-3-4 4-9-8 4-9-8 9-3-8 4-6-0 13-9-8 4-6-0 18-7-0 4-9-8 19-10-4 1-3-4 2-0-611-3-142-0-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.95 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.38 0.01 0.01 (loc) 9-11 9-11 8 9 l/defl >944 >580 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 5-8 REACTIONS. (size)11=0-3-8, 8=0-3-8 Max Horz 11=238(LC 11) Max Grav 11=1069(LC 20), 8=1068(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-295/134, 3-4=-760/118, 4-5=-760/118, 5-6=-294/134, 2-11=-397/119, 6-8=-396/119 BOT CHORD 9-11=-60/625, 8-9=0/550 WEBS 4-9=-81/611, 3-11=-769/0, 5-8=-769/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-4 to 1-8-12, Interior(1) 1-8-12 to 9-3-8, Exterior(2R) 9-3-8 to 12-3-8, Interior(1) 12-3-8 to 19-10-4 zone; end 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) 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, with BCDL = 10.0psf. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss T03 Truss Type COMMON Qty 6 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711020 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-H_CVe?5Kk7DCZQYxCvNkev79bFWSCJCkNL49K6yHZj4 Scale = 1:69.9 1 2 3 4 5 8 7 6910 4x6 5x8 2x4 4x6 3x4 5x8 3x8 9-3-89-3-8 15-0-05-8-8 -1-3-4 1-3-4 4-9-8 4-9-8 9-3-8 4-6-0 15-0-0 5-8-8 2-0-611-3-145-7-612.00 12 Plate Offsets (X,Y)-- [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.73 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.48 0.01 0.01 (loc) 7-8 7-8 6 7 l/defl >586 >365 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 8=0-3-8 Max Horz 8=201(LC 9) Max Uplift 6=-38(LC 12) Max Grav 6=792(LC 19), 8=873(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-308/147, 3-4=-514/105, 4-5=-539/89, 2-8=-406/134, 5-6=-744/56 BOT CHORD 7-8=-109/437 WEBS 4-7=-40/263, 3-8=-504/0, 5-7=-1/420 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-4 to 1-8-12, Interior(1) 1-8-12 to 9-3-8, Exterior(2R) 9-3-8 to 12-3-8, Interior(1) 12-3-8 to 14-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss T04 Truss Type PIGGYBACK BASE Qty 9 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711021 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-EMJG2g6aFkTvojiKKKPCjKCVn3EggCu1qfZFP_yHZj2 Scale = 1:89.5 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 27 28 29 30 31 32 33 34 3x6 5x12 5x6 8x8 5x6 3x12 4x6 3x6 2x4 3x4 2x4 3x6 5x6 3x12 3x4 3x4 5x12 3x6 4x10 5x6 3x6 6-5-66-5-6 12-7-46-1-14 20-9-98-2-5 26-0-95-2-15 31-10-145-10-6 38-2-76-3-9 44-9-86-7-1 -1-3-4 1-3-4 8-0-3 8-0-3 15-8-14 7-8-11 20-9-9 5-0-12 26-0-9 5-2-15 31-0-0 4-11-7 31-10-14 0-10-14 38-2-7 6-3-9 44-9-8 6-7-1 0-11-86-2-710-0-09-3-1312-0-05-8-32-0-012-0-04.00 12 9.00 12 5.25 12 Plate Offsets (X,Y)-- [2:0-7-13,Edge], [7:0-4-0,0-2-0], [9:0-5-12,0-1-12], [12:0-3-0,0-1-12], [16:0-4-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.62 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.28 0.07 0.04 (loc) 19-21 19-21 13 10-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 242 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-10: 2x6 SPF No.2, 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-22,4-21,6-21,6-19,14-16,12-13: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-12 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. 1 Row at midpt 10-16 WEBS 1 Row at midpt 6-21, 8-19, 8-17, 9-17, 11-14, 12-13 REACTIONS. (size)2=0-3-8, 13=Mechanical, 21=0-5-8 Max Horz 2=164(LC 12) Max Uplift 2=-141(LC 8), 21=-33(LC 8) Max Grav 2=633(LC 25), 13=1594(LC 2), 21=2509(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-611/229, 4-6=-22/464, 6-7=-1302/45, 7-8=-964/66, 8-9=-1283/53, 9-10=-1773/113, 10-11=-1590/51, 11-12=-1211/30, 12-13=-1498/28 BOT CHORD 2-22=-160/514, 21-22=-189/449, 19-21=-70/549, 17-19=0/1283, 16-17=0/1286, 10-16=-722/111 WEBS 4-22=-62/264, 4-21=-937/221, 6-21=-1925/0, 6-19=0/653, 7-19=-7/440, 8-19=-739/55, 8-17=-52/287, 9-16=-108/916, 14-16=0/1092, 11-16=0/480, 11-14=-1023/63, 12-14=0/1344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-4 to 3-2-8, Interior(1) 3-2-8 to 20-9-9, Exterior(2R) 20-9-9 to 25-3-5, Interior(1) 25-3-5 to 31-0-0, Exterior(2E) 31-0-0 to 31-10-14, Interior(1) 31-10-14 to 44-7-12 zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) 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) 21 except (jt=lb) 2=141. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss T05 Truss Type COMMON Qty 18 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711022 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-AlR0TM8qnMjd21siRlSgolHqVtta8CtKIz2MTtyHZj0 Scale = 1:77.1 1 2 3 4 5 6 7 8 9 13 12 11 1014151617 3x6 4x6 3x6 3x6 3x8 4x6 4x6 3x4 6x8 5x8 3x4 11-0-011-0-0 22-0-011-0-0 -1-3-4 1-3-4 5-0-0 5-0-0 11-0-0 6-0-0 17-0-0 6-0-0 22-0-0 5-0-0 23-3-4 1-3-4 2-0-613-0-62-0-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.78 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.72 0.02 0.01 (loc) 11-13 11-13 10 11 l/defl >586 >363 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-11,7-11,3-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-11, 3-11, 3-13, 7-10 REACTIONS. (size)13=0-3-8, 10=0-3-8 Max Horz 13=269(LC 11) Max Grav 13=1253(LC 20), 10=1253(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-323/116, 3-5=-945/129, 5-7=-945/129, 7-8=-315/118, 2-13=-410/100, 8-10=-405/102 BOT CHORD 11-13=-75/779, 10-11=0/678 WEBS 5-11=-63/715, 3-13=-933/0, 7-10=-940/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-4 to 1-8-12, Interior(1) 1-8-12 to 11-0-0, Exterior(2R) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 23-3-4 zone; end 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) 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, with BCDL = 10.0psf. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss T06 Truss Type Common Qty 2 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711023 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-ex?Ohi8TYfrUfBRv?SzvLyqzSGGCtfhTXdnv?JyHZj? Scale = 1:77.1 1 2 3 4 5 6 7 8 13 12 11 10 9141516 3x6 4x6 3x8 3x8 4x6 5x8 3x6 3x4 6x8 2x4 4x6 11-0-011-0-0 16-3-45-3-4 22-0-05-8-12 -1-3-4 1-3-4 5-0-0 5-0-0 11-0-0 6-0-0 16-4-4 5-4-4 22-0-0 5-7-12 23-3-4 1-3-4 2-0-613-0-62-0-612.00 12 Plate Offsets (X,Y)-- [6:0-3-8,0-3-4], [7:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.89 0.63 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.46 -0.74 0.01 0.01 (loc) 11-13 11-13 9 11 l/defl >425 >263 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 127 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 9-12: 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-11,5-11,6-11: 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 3-11, 6-10, 3-13 REACTIONS. (size)10=0-3-8, 13=0-3-8, 9=0-3-8 Max Horz 13=269(LC 11) Max Uplift 10=-35(LC 13) Max Grav 10=946(LC 20), 13=1010(LC 20), 9=551(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-336/108, 3-5=-634/123, 5-6=-623/131, 6-7=-353/46, 2-13=-419/95, 7-9=-496/29 BOT CHORD 11-13=-104/598 WEBS 3-11=-266/208, 5-11=-70/323, 6-11=-6/392, 6-10=-833/46, 3-13=-649/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-4 to 1-8-12, Interior(1) 1-8-12 to 11-0-0, Exterior(2R) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 23-3-4 zone; end 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) 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss T07 Truss Type Half Hip Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711024 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-?voHkQCbNCTnmyJso0Y420XotHtmYoOCgvVggXyHZiw Scale = 1:78.5 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9171819 5x10 MT18HS 3x6 5x8 3x8 MT18HS3x8 MT18HS 3x6 3x6 4x10 3x6 2x4 3x12 3x6 5x8 6x6 3x6 5-9-95-9-9 11-3-95-6-1 19-11-108-8-1 28-9-78-9-13 37-9-08-11-9 -1-3-4 1-3-4 5-9-9 5-9-9 11-3-9 5-6-1 19-11-10 8-8-1 28-9-7 8-9-13 37-9-0 8-11-9 1-8-39-11-1210-1-149-11-129.00 12 Plate Offsets (X,Y)-- [4:0-6-8,0-1-12], [10:0-3-8,0-2-8], [15:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.99 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.44 0.06 0.05 (loc) 12-14 12-14 9 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 197 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-11: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 8-9: 2x4 SPF 2100F 1.8E, 3-15,3-14,2-16,2-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-14 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 5-12, 7-10 REACTIONS. (size)9=Mechanical, 16=0-3-8 Max Horz 16=243(LC 12) Max Uplift 9=-77(LC 9) Max Grav 9=2029(LC 2), 16=2047(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2213/0, 3-4=-2135/54, 4-5=-1992/79, 5-7=-1990/77, 7-8=-1479/56, 8-9=-1846/121, 2-16=-1944/2 BOT CHORD 15-16=-259/221, 14-15=-120/1682, 12-14=-60/1627, 10-12=-56/1479 WEBS 3-15=-296/42, 4-14=-13/452, 4-12=-100/655, 5-12=-758/152, 7-12=-31/759, 7-10=-1302/177, 8-10=-82/2162, 2-15=0/1618 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-4 to 2-6-1, Interior(1) 2-6-1 to 11-3-9, Exterior(2R) 11-3-9 to 15-0-14, Interior(1) 15-0-14 to 37-7-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Load case(s) 2, 18, 19, 20, 21, 22, 27, 28 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) 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 Except: Continued on page 2 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss T07 Truss Type Half Hip Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711024 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:19 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-?voHkQCbNCTnmyJso0Y420XotHtmYoOCgvVggXyHZiw LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-65, 2-4=-65, 4-8=-65, 14-16=-35, 14-17=-50, 17-18=-35, 10-18=-50, 10-19=-35, 9-19=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-4=10, 4-8=10, 9-16=-12 Horz: 1-2=-36, 2-4=-22, 2-16=12 Drag: 4-5=0 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4=10, 4-8=10, 9-16=-12 Horz: 1-2=-18, 2-4=-22, 2-16=-22 Drag: 4-5=0 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-35, 4-8=-35, 9-16=-20 Horz: 1-2=-11, 2-4=15, 2-16=-14 Drag: 4-5=-0 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-4=-35, 4-8=-35, 9-16=-20 Horz: 1-2=11, 2-4=15, 2-16=20 Drag: 4-5=-0 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-14, 4-8=16, 9-16=-12 Horz: 1-2=-7, 2-4=2, 2-16=11 Drag: 4-5=0 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-8=16, 9-16=-12 Horz: 1-2=-12, 2-4=-16, 2-16=-15 Drag: 4-5=0 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-4=-30, 9-16=-20 Horz: 1-2=6, 2-4=10, 2-16=20 Drag: 4-5=0 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 9-16=-20 Horz: 1-2=-12, 2-4=-8, 2-16=-7 Drag: 4-5=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-4=16, 4-8=4, 9-16=-12 Horz: 1-2=-24, 2-4=-28, 2-16=10 Drag: 4-5=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-8=4, 9-16=-12 Horz: 1-2=-12, 2-4=-16, 2-16=-14 Drag: 4-5=0 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=8, 4-8=0, 9-16=-12 Horz: 1-2=-16, 2-4=-20, 2-16=5 Drag: 4-5=0 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-4=0, 4-8=0, 9-16=-12 Horz: 1-2=-8, 2-4=-12, 2-16=-11 Drag: 4-5=0 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 4-8=-12, 9-16=-20 Horz: 1-2=-24, 2-4=-20, 2-16=18 Drag: 4-5=0 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 4-8=-12, 9-16=-20 Horz: 1-2=-12, 2-4=-8, 2-16=-6 Drag: 4-5=0 18) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-8=-20, 14-16=-40, 14-17=-60, 17-18=-40, 10-18=-60, 10-19=-40, 9-19=-60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss T07 Truss Type Half Hip Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711024 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:19 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-?voHkQCbNCTnmyJso0Y420XotHtmYoOCgvVggXyHZiw LOAD CASE(S) Standard Except: 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-70, 2-4=-73, 4-8=-50, 14-16=-35, 14-17=-50, 17-18=-35, 10-18=-50, 10-19=-35, 9-19=-50 Horz: 1-2=5, 2-4=8, 2-16=15 Drag: 4-5=0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-4=-59, 4-8=-50, 14-16=-35, 14-17=-50, 17-18=-35, 10-18=-50, 10-19=-35, 9-19=-50 Horz: 1-2=-9, 2-4=-6, 2-16=-5 Drag: 4-5=0 21) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-47, 2-4=-50, 4-8=-59, 14-16=-35, 14-17=-50, 17-18=-35, 10-18=-50, 10-19=-35, 9-19=-50 Horz: 1-2=-18, 2-4=-15, 2-16=13 Drag: 4-5=0 22) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-4=-59, 4-8=-59, 14-16=-35, 14-17=-50, 17-18=-35, 10-18=-50, 10-19=-35, 9-19=-50 Horz: 1-2=-9, 2-4=-6, 2-16=-4 Drag: 4-5=0 23) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-8=-28, 9-16=-12 Horz: 1-2=-16, 2-4=16, 2-16=-16 Drag: 4-5=-0 24) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=4, 4-8=4, 9-16=-12 Horz: 1-2=-16, 2-4=-16, 2-16=16 Drag: 4-5=0 27) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-65, 2-4=-65, 4-8=-65, 14-16=-35, 14-17=-50, 17-18=-35, 10-18=-50, 10-19=-35, 9-19=-50 28) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-8=-65, 14-16=-35, 14-17=-50, 17-18=-35, 10-18=-50, 10-19=-35, 9-19=-50 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss T08 Truss Type Half Hip Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711025 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-IFjxCpI_jLMn61LCi_AjqUK?z6IThysEHUhYQdyHZip Scale = 1:82.4 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018192021 3x6 5x10 MT18HS 3x6 6x6 3x8 MT18HS3x8 MT18HS 3x6 3x6 8x8 3x4 2x4 4x8 3x6 6x6 6x8 3x6 6-9-06-9-0 13-11-97-2-9 21-9-07-9-6 29-8-27-11-2 37-9-08-0-14 -1-3-4 1-3-4 6-9-0 6-9-0 13-11-9 7-2-9 21-9-0 7-9-6 29-8-2 7-11-2 37-9-0 8-0-14 1-8-311-11-1212-1-1411-11-129.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-6-8,0-1-12], [16:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.92 0.86 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.32 0.06 0.04 (loc) 13-15 13-15 10 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 215 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-10: 2x4 SPF 2100F 1.8E, 3-16,2-17,2-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-5-3 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 3-15, 6-13, 8-11 REACTIONS. (size)10=Mechanical, 17=0-3-8 Max Horz 17=299(LC 12) Max Uplift 10=-75(LC 9) Max Grav 10=2045(LC 2), 17=2073(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2312/0, 3-5=-2048/41, 5-6=-1625/61, 6-8=-1623/60, 8-9=-1140/42, 9-10=-1879/114, 2-17=-1967/0 BOT CHORD 16-17=-324/270, 15-16=-170/1761, 13-15=-53/1520, 11-13=-42/1140 WEBS 3-15=-402/159, 5-15=-17/603, 5-13=-115/372, 6-13=-678/138, 8-13=-33/860, 8-11=-1362/166, 9-11=-74/2005, 2-16=0/1648 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-4 to 2-6-1, Interior(1) 2-6-1 to 13-11-9, Exterior(2R) 13-11-9 to 17-8-14, Interior(1) 17-8-14 to 37-7-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Load case(s) 2, 18, 19, 20, 21, 22, 27, 28 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) 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 Except: Continued on page 2 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss T08 Truss Type Half Hip Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711025 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:27 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-mRHJP9JdUfUejBwPGhiyNitAjWeiQP6OW8R5y3yHZio LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-65, 2-5=-65, 5-9=-65, 16-17=-35, 16-18=-50, 15-18=-35, 15-19=-50, 19-20=-35, 11-20=-50, 11-21=-35, 10-21=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-5=10, 5-9=10, 10-17=-12 Horz: 1-2=-36, 2-5=-22, 2-17=12 Drag: 5-6=0 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-5=10, 5-9=10, 10-17=-12 Horz: 1-2=-18, 2-5=-22, 2-17=-22 Drag: 5-6=0 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-5=-35, 5-9=-35, 10-17=-20 Horz: 1-2=-11, 2-5=15, 2-17=-14 Drag: 5-6=-0 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-5=-35, 5-9=-35, 10-17=-20 Horz: 1-2=11, 2-5=15, 2-17=20 Drag: 5-6=-0 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-5=-14, 5-9=16, 10-17=-12 Horz: 1-2=-7, 2-5=2, 2-17=11 Drag: 5-6=0 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-9=16, 10-17=-12 Horz: 1-2=-12, 2-5=-16, 2-17=-15 Drag: 5-6=0 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-5=-30, 10-17=-20 Horz: 1-2=6, 2-5=10, 2-17=20 Drag: 5-6=0 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 10-17=-20 Horz: 1-2=-12, 2-5=-8, 2-17=-7 Drag: 5-6=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-9=4, 10-17=-12 Horz: 1-2=-24, 2-5=-28, 2-17=10 Drag: 5-6=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-9=4, 10-17=-12 Horz: 1-2=-12, 2-5=-16, 2-17=-14 Drag: 5-6=0 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=8, 5-9=0, 10-17=-12 Horz: 1-2=-16, 2-5=-20, 2-17=5 Drag: 5-6=0 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-5=0, 5-9=0, 10-17=-12 Horz: 1-2=-8, 2-5=-12, 2-17=-11 Drag: 5-6=0 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 5-9=-12, 10-17=-20 Horz: 1-2=-24, 2-5=-20, 2-17=18 Drag: 5-6=0 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-9=-12, 10-17=-20 Horz: 1-2=-12, 2-5=-8, 2-17=-6 Drag: 5-6=0 18) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss T08 Truss Type Half Hip Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711025 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:27 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-mRHJP9JdUfUejBwPGhiyNitAjWeiQP6OW8R5y3yHZio LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-20, 2-5=-20, 5-9=-20, 16-17=-40, 16-18=-60, 15-18=-40, 15-19=-60, 19-20=-40, 11-20=-60, 11-21=-40, 10-21=-60 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-70, 2-5=-73, 5-9=-50, 16-17=-35, 16-18=-50, 15-18=-35, 15-19=-50, 19-20=-35, 11-20=-50, 11-21=-35, 10-21=-50 Horz: 1-2=5, 2-5=8, 2-17=15 Drag: 5-6=0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-5=-59, 5-9=-50, 16-17=-35, 16-18=-50, 15-18=-35, 15-19=-50, 19-20=-35, 11-20=-50, 11-21=-35, 10-21=-50 Horz: 1-2=-9, 2-5=-6, 2-17=-5 Drag: 5-6=0 21) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-47, 2-5=-50, 5-9=-59, 16-17=-35, 16-18=-50, 15-18=-35, 15-19=-50, 19-20=-35, 11-20=-50, 11-21=-35, 10-21=-50 Horz: 1-2=-18, 2-5=-15, 2-17=13 Drag: 5-6=0 22) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-5=-59, 5-9=-59, 16-17=-35, 16-18=-50, 15-18=-35, 15-19=-50, 19-20=-35, 11-20=-50, 11-21=-35, 10-21=-50 Horz: 1-2=-9, 2-5=-6, 2-17=-4 Drag: 5-6=0 23) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-9=-28, 10-17=-12 Horz: 1-2=-16, 2-5=16, 2-17=-16 Drag: 5-6=-0 24) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=4, 5-9=4, 10-17=-12 Horz: 1-2=-16, 2-5=-16, 2-17=16 Drag: 5-6=0 27) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-65, 2-5=-65, 5-9=-65, 16-17=-35, 16-18=-50, 15-18=-35, 15-19=-50, 19-20=-35, 11-20=-50, 11-21=-35, 10-21=-50 28) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-20, 5-9=-65, 16-17=-35, 16-18=-50, 15-18=-35, 15-19=-50, 19-20=-35, 11-20=-50, 11-21=-35, 10-21=-50 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711026 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-A0zR2ALVnasDaefzxpFg_KUiqjiJdn0qC6fmZOyHZil Scale = 1:76.9 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 3x6 6x8 5x6 5x6 3x8 MT18HS 3x6 3x6 8x8 3x8 3x4 3x8 3x4 3x6 4x8 6x8 4x6 5x6 3x6 6-9-06-9-0 13-9-17-0-1 23-11-810-2-7 24-10-60-10-14 31-1-156-3-9 37-9-06-7-1 -1-3-4 1-3-4 6-9-0 6-9-0 13-9-1 7-0-1 18-10-5 5-1-3 23-11-8 5-1-3 24-10-6 0-10-14 31-1-15 6-3-9 37-9-0 6-7-1 1-8-311-3-1312-0-05-8-312-0-09.00 12 5.25 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-5-12,0-1-12], [7:0-4-0,0-2-0], [10:0-3-0,0-1-12], [11:Edge,0-2-0], [12:0-3-8,0-2-0], [18:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.86 0.67 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.50 0.05 0.04 (loc) 15-17 15-17 11 12-14 l/defl >999 >907 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 232 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 11-13: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,2-19,2-18,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-6-4 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 6-17, 6-15, 8-15, 8-14, 9-12, 10-11 REACTIONS. (size)19=0-3-8, 11=Mechanical Max Horz 19=199(LC 12) Max Grav 19=2060(LC 2), 11=1968(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2291/42, 3-5=-2033/112, 5-6=-1515/141, 6-7=-1522/122, 7-8=-1870/140, 8-9=-1765/112, 9-10=-1530/50, 2-19=-1949/50, 10-11=-1874/41 BOT CHORD 18-19=-227/288, 17-18=-92/1793, 15-17=-6/1589, 14-15=0/1533, 12-14=-3/1338 WEBS 3-17=-401/157, 5-17=0/760, 6-17=-413/133, 6-15=-374/73, 7-15=-40/888, 8-15=-378/175, 8-14=-433/0, 9-14=0/422, 9-12=-908/89, 2-18=0/1629, 10-12=-4/1727 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-4 to 2-6-1, Interior(1) 2-6-1 to 13-9-1, Exterior(2R) 13-9-1 to 17-6-6, Interior(1) 17-6-6 to 23-11-8, Exterior(2E) 23-11-8 to 24-10-8, Interior(1) 24-10-8 to 37-7-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss T10 Truss Type Half Hip Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711027 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-6P5CTsMlJB6xqypM2EH84laBJXXI5pH7fQ8sdHyHZij Scale = 1:39.8 1 2 3 4 7 6 5 8 5x6 2x4 2x4 3x4 5x8 3x4 4-7-84-7-8 6-1-81-6-0 -1-3-4 1-3-4 4-7-8 4-7-8 6-1-8 1-6-0 2-0-66-6-06-7-146-2-80-3-86-6-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.13 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=140(LC 12) Max Uplift 5=-91(LC 12) Max Grav 7=419(LC 1), 5=278(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-376/7 BOT CHORD 6-7=-289/188 WEBS 3-5=-272/211, 2-6=-138/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-4 to 1-8-12, Interior(1) 1-8-12 to 4-7-8, Exterior(2E) 4-7-8 to 5-11-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 McKenzie 220 Bridgemont Job Reference (optional) I43711028 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-X_mK5uPec6UVhPXxkNrrhOCdmkVUI4pZMONXEbyHZig Scale = 1:67.1 1 2 3 4 5 6 7 12 11 10 9 81314 4x6 4x6 3x12 4x6 3x12 10x10 3x4 4x6 3x4 6x8 9-3-89-3-8 15-1-85-10-0 18-7-03-5-8 -1-3-4 1-3-4 4-9-8 4-9-8 9-3-8 4-6-0 15-1-8 5-10-0 18-7-0 3-5-8 19-10-4 1-3-4 2-0-611-3-142-0-612.00 12 Plate Offsets (X,Y)-- [6:0-3-8,Edge], [9:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.29 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.01 0.01 (loc) 10-12 10-12 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 237 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 8-11: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-10: 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)12=0-3-8, 8=0-3-8 Max Horz 12=-236(LC 27) Max Grav 12=1623(LC 2), 8=4546(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-311/127, 3-4=-1395/104, 4-5=-1429/97, 5-6=-3219/0, 2-12=-411/124, 6-8=-3565/0 BOT CHORD 10-12=-52/950, 9-10=0/2235 WEBS 4-10=-49/1492, 5-10=-1814/107, 5-9=-17/2239, 3-12=-1390/0, 6-9=0/2425 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 0-6-0 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2545 lb down and 89 lb up at 15-1-8, and 1559 lb down at 17-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-4=-80, 4-6=-80, 6-7=-80, 8-12=-20 Continued on page 2 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 McKenzie 220 Bridgemont Job Reference (optional) I43711028 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:35 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-X_mK5uPec6UVhPXxkNrrhOCdmkVUI4pZMONXEbyHZig LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-2544(F) 14=-1532(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 Component available 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 B20003442 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 McKenzie 220 Bridgemont Job Reference (optional) I43711029 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-?AKjIEQGNQcMIZ67H4M4EbklQ8uW1Xbja264m2yHZif Scale = 1:62.8 1 2 3 4 5 10 9 8 7 6 4x6 2x4 4x6 4x8 3x6 10x10 6x8 3x4 5x6 8-0-88-0-8 15-1-87-1-0 16-1-00-11-8 -1-3-4 1-3-4 8-0-8 8-0-8 15-1-8 7-1-0 16-1-0 0-11-8 2-0-610-0-142-0-612.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-2-12,0-1-8], [7:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.11 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.00 0.01 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 196 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 6=0-3-8 Max Horz 10=205(LC 5) Max Uplift 10=-4(LC 8), 6=-222(LC 8) Max Grav 10=1058(LC 1), 6=3545(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-921/99, 3-4=-893/103, 4-5=-1346/69, 2-10=-990/43, 5-6=-3072/155 BOT CHORD 8-10=-246/372, 7-8=-127/1134 WEBS 3-8=-2/452, 4-8=-779/238, 4-7=-664/689, 2-8=-93/352, 5-7=-290/2534 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, Except member 4-7 2x4 - 2 rows staggered at 0-3-0 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 10 except (jt=lb) 6=222. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2933 lb down and 247 lb up at 15-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-5=-80, 6-10=-20 Continued on page 2 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 McKenzie 220 Bridgemont Job Reference (optional) I43711029 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:36 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-?AKjIEQGNQcMIZ67H4M4EbklQ8uW1Xbja264m2yHZif LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-2910(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 Component available 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 B20003442 Truss TG03 Truss Type COMMON GIRDER Qty 1 Ply 3 McKenzie 220 Bridgemont Job Reference (optional) I43711030 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-xZSTjvRWu1s4YtGWPVOYJ0q12xX2VPc?2MbBrwyHZid Scale = 1:81.3 1 2 3 4 5 6 7 13 12 11 10 9 814151617181920 3x6 4x8 8x8 3x8 MT18HS 6x18 MT18HS 10x10 3x8 8x8 3x12 8x10 8x8 5x10 MT18HS 6-3-06-3-0 11-0-04-9-0 16-4-45-4-4 22-0-05-7-12 -1-3-4 1-3-4 6-3-0 6-3-0 11-0-0 4-9-0 16-4-4 5-4-4 22-0-0 5-7-12 2-0-613-0-62-0-612.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [7:0-3-8,Edge], [8:Edge,0-3-8], [9:0-3-8,0-5-4], [10:0-5-0,0-6-4], [12:0-5-0,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.30 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.18 0.01 0.05 (loc) 10-12 10-12 8 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 506 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 6-9,4-12,2-13,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 8=0-3-8 Max Horz 13=256(LC 7) Max Uplift 13=-711(LC 9) Max Grav 13=8605(LC 2), 8=9845(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-9205/834, 4-5=-7148/152, 5-6=-7166/149, 6-7=-9033/0, 2-13=-8402/709, 7-8=-8303/0 BOT CHORD 12-13=-272/390, 10-12=-591/6399, 9-10=0/6298, 8-9=-8/283 WEBS 5-10=-127/9626, 6-10=-2225/0, 6-9=0/2790, 4-10=-2864/1212, 4-12=-1423/3544, 2-12=-504/6410, 7-9=0/6291 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-12 2x4 - 1 row at 0-5-0 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=711. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4269 lb down and 1567 lb up at 6-3-0, 1987 lb down and 97 lb up at 8-2-4, 2010 lb down and 95 lb up at 10-2-4, 1933 lb down at 12-2-4, 1532 lb down at 14-2-4, 1552 lb down at 16-2-4, and 1559 lb down at 18-2-4, and 1559 lb down at 20-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss TG03 Truss Type COMMON GIRDER Qty 1 Ply 3 McKenzie 220 Bridgemont Job Reference (optional) I43711030 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:39 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-Pl0rxFS8fL_x91rizCvnsEMCnLtHEss9G0LkNNyHZic LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-5=-80, 5-7=-80, 8-13=-20 Concentrated Loads (lb) Vert: 11=-1851(B) 9=-1532(B) 12=-4269(B) 15=-1851(B) 16=-1851(B) 18=-1520(B) 19=-1532(B) 20=-1532(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 Component available 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 B20003442 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 McKenzie 220 Bridgemont Job Reference (optional) I43711031 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-L87cLxTPByFfPK?54dyFxfSdU9NMijySkKqrSFyHZia Scale = 1:68.8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 101718192021222324252627282930313233343536 5x8 3x6 2x4 8x8 4x8 4x8 5x8 3x6 4x6 3x4 10x10 8x8 3x6 8x14 MT18HS 4x8 8-7-98-7-9 18-2-149-7-5 27-10-39-7-5 37-9-09-10-13 -1-3-4 1-3-4 4-5-9 4-5-9 8-7-9 4-2-1 15-10-1 7-2-8 23-0-9 7-2-8 30-3-0 7-2-8 37-9-0 7-6-0 1-8-37-11-128-1-147-11-129.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.96 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.35 0.08 0.23 (loc) 13-15 13-15 10 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 412 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 10-12: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-15,6-13,6-11,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-3 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 8-10 REACTIONS. (size)10=Mechanical, 16=0-3-8 Max Horz 16=188(LC 8) Max Uplift 10=-1547(LC 5), 16=-1150(LC 5) Max Grav 10=4289(LC 1), 16=4068(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-518/188, 3-4=-4785/1607, 4-5=-3749/1296, 5-6=-5373/1929, 6-8=-4230/1537, 9-10=-251/52, 2-16=-566/161 BOT CHORD 15-16=-1147/3357, 13-15=-1805/5129, 11-13=-1768/4975, 10-11=-1192/3349 WEBS 3-15=-342/791, 4-15=-887/2388, 5-15=-2068/780, 5-13=-444/980, 6-13=-328/815, 6-11=-1394/432, 8-11=-1147/3024, 8-10=-4775/1700, 3-16=-4483/1399 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 10=1547, 16=1150. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 McKenzie 220 Bridgemont Job Reference (optional) I43711031 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:41 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-L87cLxTPByFfPK?54dyFxfSdU9NMijySkKqrSFyHZia NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 370 lb down and 178 lb up at 4-8-5, 258 lb down and 104 lb up at 6-8-5, 258 lb down and 167 lb up at 8-8-5, 258 lb down and 167 lb up at 10-8-5, 258 lb down and 167 lb up at 12-8-5, 258 lb down and 167 lb up at 14-8-5, 258 lb down and 167 lb up at 16-8-5, 258 lb down and 167 lb up at 18-8-5, 258 lb down and 167 lb up at 20-8-5, 258 lb down and 167 lb up at 22-8-5, 258 lb down and 167 lb up at 24-8-5, 258 lb down and 167 lb up at 26-8-5, 258 lb down and 167 lb up at 28-8-5, 258 lb down and 167 lb up at 30-8-5, 258 lb down and 167 lb up at 32-8-5, and 258 lb down and 167 lb up at 34-8-5, and 259 lb down and 166 lb up at 36-8-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-4=-80, 4-9=-80, 10-16=-20 Concentrated Loads (lb) Vert: 15=-258 17=-370(F) 18=-258 19=-258 21=-258 22=-258 23=-258 24=-258 25=-258 26=-258 27=-258 29=-258 30=-258 32=-258 33=-258 35=-258 36=-259 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss TG05 Truss Type Half Hip Girder Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711032 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-IWFMmdVfjaVNee8TC2_j04X4KyHpAp6lBeJyW8yHZiY Scale = 1:31.6 1 2 3 4 7 6 5 8 9 5x6 2x4 4x6 2x4 3x4 3x6 3-1-83-1-8 6-1-83-0-0 -1-3-4 1-3-4 3-1-8 3-1-8 6-1-8 3-0-0 2-0-65-0-05-1-145-0-012.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.07 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=99(LC 8) Max Uplift 5=-158(LC 8), 7=-70(LC 8) Max Grav 5=390(LC 1), 7=491(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-282/86, 2-7=-461/80 WEBS 3-5=-278/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=158. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 80 lb up at 3-1-8, and 93 lb down and 77 lb up at 4-2-4 on top chord, and 92 lb down and 99 lb up at 3-1-8, and 50 lb down and 30 lb up at 4-2-4 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-4=-80, 5-7=-20 Concentrated Loads (lb) Vert: 3=-57(B) 6=-25(B) 8=-79(B) 9=-24(B) November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss V01 Truss Type Valley Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711033 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-EvN6BIWvFBl5uyIsJT0B5VcPgmwzeip1fyo2b0yHZiW Scale = 1:81.7 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 3x4 3x6 4x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 31-7-031-7-0 15-1-6 15-1-6 25-3-5 10-1-15 31-7-0 6-3-11 0-0-45-0-712-7-157-11-24.00 12 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.28 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 131 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-19: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 8-13,7-15,9-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 8-13, 7-15, 9-12 REACTIONS.All bearings 31-6-4. (lb) - Max Horz 1=273(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 11, 15, 16, 17, 18, 20, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11 except 13=491(LC 19), 15=531(LC 19), 16=479(LC 19), 17=441(LC 27), 18=373(LC 1), 20=480(LC 27), 12=448(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-275/132 WEBS 8-13=-296/7, 7-15=-346/145, 6-16=-314/90, 4-17=-331/88, 3-18=-300/82, 2-20=-376/88, 9-12=-311/121 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 4-1-2, Interior(1) 4-1-2 to 25-3-5, Exterior(2R) 25-3-5 to 28-5-2, Interior(1) 28-5-2 to 31-5-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 15, 16, 17, 18, 20, 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss V02 Truss Type Valley Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711034 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-i5xVPeXX0VtyV5t2tBXQei9XbAHCN8ABubXc7TyHZiV Scale = 1:59.4 1 2 3 4 5 6 7 8 9 17 1615 14 13 12 11 10 18 19 203x4 3x6 4x8 4x8 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 25-7-025-7-0 9-1-6 9-1-6 18-2-10 9-1-4 20-4-0 2-1-7 25-7-0 5-3-0 0-0-43-0-79-8-49-10-65-11-29-8-44.00 12 9.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-1-6], [7:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.21 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7,7-9: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 7-12,6-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 7-12, 6-13 REACTIONS.All bearings 25-6-4. (lb) - Max Horz 1=233(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 14, 15, 17, 11 except 10=-111(LC 2) Max Grav All reactions 250 lb or less at joint(s) 1, 10 except 12=366(LC 28), 13=365(LC 19), 14=574(LC 19), 15=379(LC 20), 17=544(LC 1), 11=516(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-12=-255/20, 5-14=-360/149, 4-15=-281/68, 2-17=-421/111, 8-11=-333/146 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 18-2-10, Exterior(2E) 18-2-10 to 20-4-0, Exterior(2R) 20-4-0 to 23-4-0, Interior(1) 23-4-0 to 25-5-4 zone; end 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 13, 14, 15, 17, 11 except (jt=lb) 10=111. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss V03 Truss Type Valley Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711035 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-eU3FpKZoY67flP1R_bauj7EtDzzfr4PULv0jBLyHZiT Scale = 1:37.3 1 2 3 4 5 6 7 1413 12 11 10 9 8 15 16 17 3x4 5x6 4x8 4x8 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-120-0-12 3-1-63-0-10 19-7-016-5-10 3-1-6 3-1-6 9-6-10 6-5-4 17-0-0 7-5-7 19-7-0 2-7-0 0-0-41-0-75-8-45-10-63-11-25-8-44.00 12 9.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [6:0-4-0,0-1-6], [13:0-2-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.48 0.15 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 2-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud *Except* 8-13: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-6-4. (lb) - Max Horz 1=136(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 10, 11, 12, 14 Max Grav All reactions 250 lb or less at joint(s) 1, 8, 14 except 9=353(LC 2), 10=481(LC 28), 11=405(LC 19), 12=416(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-10=-344/74, 4-11=-280/83, 3-12=-313/127 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 3-1-6, Interior(1) 3-1-6 to 9-6-10, Exterior(2R) 9-6-10 to 12-6-10, Interior(1) 12-6-10 to 17-0-0, Exterior(2E) 17-0-0 to 19-5-4 zone; end 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 10, 11, 12, 14. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss V04 Truss Type Valley Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711036 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-6gcd1gaQJQFWMZcdYJ57GLn6mNKUaZGdaZmGkoyHZiS Scale = 1:25.8 1 2 3 4 5 6 11 10 9 8 73x4 4x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 2-5-132-5-8 15-2-412-8-7 2-5-13 2-5-13 15-2-4 12-8-7 0-0-41-8-41-10-61-8-49.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.11 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 2-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-1-15. (lb) - Max Horz 1=37(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 9, 10, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 11 except 8=423(LC 26), 9=405(LC 26), 10=367(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=-338/68, 4-9=-324/65, 3-10=-298/65 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 2-5-13, Exterior(2R) 2-5-13 to 5-5-13, Interior(1) 5-5-13 to 15-0-8 zone; end 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 9, 10, 11. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss V05 Truss Type Valley Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711037 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-bsA?E0a24jNN_jBp60cMoYKGFne_J?UmoDVpGEyHZiR Scale = 1:20.7 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 8-0-9 8-0-9 0-0-43-6-45.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.22 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-0-0, 4=8-0-0, 5=8-0-0 Max Horz 1=82(LC 12) Max Uplift 4=-1(LC 12), 5=-36(LC 12) Max Grav 1=125(LC 1), 4=157(LC 1), 5=436(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-346/187 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-8-10 to 3-8-10, Interior(1) 3-8-10 to 7-10-13 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss V06 Truss Type Valley Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711038 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-33kNSMbgr1VEctm0fk7bLmsQAB?Y2T7w1tFNogyHZiQ Scale = 1:10.4 1 2 3 2x4 2x4 2x4 3-5-12 3-5-12 0-0-41-6-45.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-5-3, 3=3-5-3 Max Horz 1=32(LC 12) Max Uplift 3=-12(LC 12) Max Grav 1=131(LC 1), 3=131(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss V07 Truss Type Valley Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711039 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-XFImficIbLd5D1KCDReqtzPc4bJwnt43GX_wK6yHZiP Scale = 1:45.0 1 2 3 4 7 6 582x4 4x6 2x4 2x4 2x4 2x4 2x4 7-2-147-2-14 6-5-14 6-5-14 7-2-14 0-9-0 0-0-46-5-145-8-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.26 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 7-2-10. (lb) - Max Horz 1=163(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 6 except 5=-132(LC 27), 7=-129(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=434(LC 19), 7=445(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-281/181 WEBS 2-7=-311/256 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-5-14, Exterior(2E) 6-5-14 to 7-1-2 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6 except (jt=lb) 5=132, 7=129. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss V08 Truss Type Valley Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711040 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-?Rs8t2dwMelyrAvOn993QBxja_gHWL5DVBkUtZyHZiO Scale = 1:38.0 1 2 3 4 7 6 52x4 4x6 2x4 2x4 2x4 2x4 2x4 6-4-66-4-6 5-7-6 5-7-6 6-4-6 0-9-0 0-0-45-7-64-10-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.19 0.16 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: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-4-2. (lb) - Max Horz 1=138(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-129(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=323(LC 1), 7=379(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-299/193 WEBS 2-7=-319/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-7-6, Exterior(2E) 5-7-6 to 6-2-10 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=129. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss V09 Truss Type Valley Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711041 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-?Rs8t2dwMelyrAvOn993QBxb?_eMWM3DVBkUtZyHZiO Scale: 3/8"=1' 1 2 3 5 42x4 4x6 2x4 2x4 2x4 5-5-145-5-14 4-8-14 4-8-14 5-5-14 0-9-0 0-0-44-8-143-11-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.99 0.31 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-5-10, 4=5-5-10, 5=5-5-10 Max Horz 1=114(LC 12) Max Uplift 4=-122(LC 3), 5=-6(LC 12) Max Grav 1=210(LC 1), 5=329(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-8-14, Exterior(2E) 4-8-14 to 5-4-2 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=122. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss V10 Truss Type Valley Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711042 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-TeQW4NdY7ytpTKUbLshIzOUsgO?PFqwMjrT1P?yHZiN Scale = 1:22.3 1 2 3 5 42x4 4x6 2x4 2x4 2x4 4-7-64-7-6 3-10-6 3-10-6 4-7-6 0-9-0 0-0-43-10-63-1-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.61 0.19 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-7-2, 4=4-7-2, 5=4-7-2 Max Horz 1=89(LC 12) Max Uplift 4=-69(LC 3), 5=-9(LC 12) Max Grav 1=168(LC 1), 5=257(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 3-10-6, Exterior(2E) 3-10-6 to 4-5-10 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss V11 Truss Type Valley Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711043 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-xq_uHjeBuG?g4U3nuZCXVc15roN1_HWWyVDaxRyHZiM Scale = 1:17.9 1 2 3 5 4 2x4 4x6 2x4 2x4 2x4 3-8-143-8-14 2-11-14 2-11-14 3-8-14 0-9-0 0-0-42-11-142-2-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.10 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-8-10, 4=3-8-10, 5=3-8-10 Max Horz 1=64(LC 12) Max Uplift 4=-29(LC 3), 5=-8(LC 12) Max Grav 1=126(LC 1), 4=7(LC 20), 5=191(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss V12 Truss Type Valley Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711044 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-P0XGV3fpfZ8XieezSHjm2pZJaCkDjkzfB9y8TuyHZiL Scale = 1:13.5 1 2 3 5 4 2x4 4x6 2x4 2x4 2x4 2-10-62-10-6 2-1-6 2-1-6 2-10-6 0-9-0 0-0-42-1-61-4-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.04 0.03 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-10-2, 4=2-10-2, 5=2-10-2 Max Horz 1=43(LC 9) Max Uplift 4=-17(LC 8), 5=-6(LC 9) Max Grav 1=85(LC 1), 4=29(LC 20), 5=137(LC 19) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss V13 Truss Type Valley Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711045 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-tD5fiPgRQtGOKoDA0_E?a16WFc4jSBcoPpih0KyHZiK Scale = 1:7.4 1 2 3 2x4 3x4 2x4 0-0-40-0-4 1-8-11-7-13 0-11-1 0-11-1 1-8-1 0-9-0 0-0-40-11-10-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.01 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-9-11, 3=1-9-11 Max Horz 1=10(LC 9) Max Grav 1=57(LC 1), 3=57(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss V14 Truss Type Valley Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711046 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-MPf1wlh3BBOFxyoMailE7EfX2?OcBdAyeTREYmyHZiJ Scale = 1:31.1 1 2 3 43x6 4x6 3x6 2x4 9-2-149-2-14 9-3-20-0-4 4-7-9 4-7-9 9-3-2 4-7-9 0-0-44-7-90-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.18 0.11 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: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-2-10, 3=9-2-10, 4=9-2-10 Max Horz 1=-77(LC 8) Max Uplift 1=-10(LC 13), 3=-10(LC 13) Max Grav 1=244(LC 1), 3=244(LC 1), 4=368(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-7-9, Exterior(2R) 4-7-9 to 7-7-9, Interior(1) 7-7-9 to 8-10-14 zone; end 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss V15 Truss Type Valley Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711047 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-MPf1wlh3BBOFxyoMailE7Efbt?NxBdqyeTREYmyHZiJ Scale = 1:25.8 1 2 3 43x4 4x6 3x4 2x4 0-0-40-0-4 7-6-27-5-14 3-9-1 3-9-1 7-6-2 3-9-1 0-0-43-9-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.22 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-5-10, 3=7-5-10, 4=7-5-10 Max Horz 1=-61(LC 8) Max Uplift 1=-10(LC 13), 3=-10(LC 13) Max Grav 1=193(LC 1), 3=193(LC 1), 4=295(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 3-9-1, Exterior(2R) 3-9-1 to 6-9-1, Interior(1) 6-9-1 to 7-1-14 zone; end 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss V16 Truss Type Valley Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711048 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:12:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-qbDP75hhyUW5Z5NY7PGTgSBoGPliw5W5t7Bo4CyHZiI Scale = 1:20.4 1 2 3 42x4 4x6 2x4 2x4 0-0-40-0-4 5-9-25-8-14 2-10-9 2-10-9 5-9-2 2-10-9 0-0-42-10-90-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.12 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-8-10, 3=5-8-10, 4=5-8-10 Max Horz 1=45(LC 9) Max Uplift 1=-13(LC 13), 3=-13(LC 13) Max Grav 1=155(LC 1), 3=155(LC 1), 4=196(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss V17 Truss Type Valley Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711049 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:13:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-InnnLRiJjoeyBFykh7niCfk0rp50fY?F6nwLcfyHZiH Scale = 1:12.8 1 2 3 4 2x4 4x6 2x4 2x4 3-11-143-11-14 4-0-20-0-4 2-0-1 2-0-1 4-0-2 2-0-1 0-0-42-0-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.05 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-10, 3=3-11-10, 4=3-11-10 Max Horz 1=-30(LC 8) Max Uplift 1=-9(LC 13), 3=-9(LC 13) Max Grav 1=101(LC 1), 3=101(LC 1), 4=128(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B20003442 Truss V18 Truss Type Valley Qty 1 Ply 1 McKenzie 220 Bridgemont Job Reference (optional) I43711050 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 19 16:13:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-m_L9YnjxU6mpoPWxFqJxltHC4DRIO?bOKRgv95yHZiG Scale = 1:8.4 1 2 3 2x4 3x4 2x4 2-2-142-2-14 2-3-20-0-4 1-1-9 1-1-9 2-3-2 1-1-9 0-0-41-1-90-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-2-10, 3=2-2-10 Max Horz 1=14(LC 9) Max Grav 1=78(LC 1), 3=78(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.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