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HomeMy WebLinkAboutGN010.4 - WVL 98 - Stamped Trusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). December 31,2021 Liu, Xuegang Pages or sheets covered by this seal: I49491321 thru I49491381 My license renewal date for the state of Indiana is July 31, 2022. J21107838 McKenzie 98 Westvale IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss AT01 Truss Type Attic Qty 2 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491321 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-AbXkAfNNqsKuBCd34ltZ2HFM_u3az1ICuNm2JAy3moj Scale = 1:68.8 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 17 16 6x8 6x8 3x4 10x10 2x4 2x4 10x10 3x4 2x4 2x4 8x8 4x6 2x4 2x4 4x8 2x4 2x4 2x4 2x4 2x4 12-11-6 9-1-145-1-14 5-1-14 18-4-12 13-2-14 23-4-0 4-11-4 -1-2-8 1-2-8 5-1-14 5-1-14 5-3-9 0-1-11 5-10-13 0-7-4 6-9-3 0-10-5 11-9-8 5-0-5 16-9-13 5-0-5 17-8-3 0-10-5 18-3-7 0-7-4 18-4-12 0-1-5 23-4-0 4-11-4 4-1-512-0-04-4-1312-0-014.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0], [5:0-5-14,0-3-0], [7:0-5-14,0-3-0], [10:0-2-8,0-1-8], [12:0-4-12,0-5-0], [13:0-4-12,0-5-0] 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 0.80 0.65 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.19 0.01 0.16 (loc) 12-13 12-13 11 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 12-13: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 3-13,9-12,4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 9-12 JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size)14=0-3-8, 11=Mechanical Max Horz 14=-323(LC 8) Max Grav 14=1742(LC 2), 11=1663(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1352/11, 3-4=-891/138, 4-5=-732/206, 5-6=-1118/318, 6-7=-1119/318, 7-8=-729/208, 8-9=-896/147, 9-10=-1303/0, 2-14=-1729/0, 10-11=-1682/0 BOT CHORD 13-14=-291/292, 12-13=0/826 WEBS 3-13=-157/518, 9-12=-179/500, 4-15=-666/169, 15-17=-658/171, 16-17=-711/182, 8-16=-719/180, 2-13=-12/1030, 10-12=-11/1056, 6-17=-372/138, 7-17=-300/793, 5-17=-293/766 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 17-11-12, Exterior(2E) 17-11-12 to 23-2-9 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 8-9, 4-15, 15-17, 16-17, 8-16; Wall dead load (5.0psf) on member(s).3-13, 9-12 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-13 8) Refer to girder(s) for truss to truss connections. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Attic room checked for L/360 deflection. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss AT02 Truss Type Attic Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491322 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-en56N?O?bASloMBFeSOobVocbIQTiWPM61Wbscy3moi Scale = 1:68.8 1 2 3 4 5 6 7 8 9 10 15 14 12 11 16 18 17 13 6x8 6x8 2x4 10x10 2x4 2x4 10x10 2x4 2x4 2x4 8x8 8x8 2x4 2x4 4x8 2x4 2x4 2x4 2x4 2x4 12-11-6 9-1-145-1-14 5-1-14 10-4-8 5-2-10 18-4-12 8-0-4 23-4-0 4-11-4 -1-2-8 1-2-8 5-1-14 5-1-14 5-3-9 0-1-11 5-10-13 0-7-4 6-9-3 0-10-5 11-9-8 5-0-5 16-9-13 5-0-5 17-8-3 0-10-5 18-3-7 0-7-4 18-4-12 0-1-5 23-4-0 4-11-4 4-1-512-0-04-4-1312-0-014.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0], [5:0-5-14,0-3-0], [7:0-5-14,0-3-0], [12:0-4-12,0-5-0], [14:0-4-12,0-5-0] 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 0.49 0.54 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in 0.15 -0.16 0.00 -0.08 (loc) 14-15 11-12 11 13-14 l/defl >841 >931 n/a 1566 L/d 240 180 n/a 360 PLATES MT20 Weight: 203 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 12-14: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 3-14,9-12,4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 9-12 JOINTS 1 Brace at Jt(s): 18 REACTIONS. (size)15=0-3-8, 11=Mechanical, 13=0-3-8 Max Horz 15=375(LC 7) Max Grav 15=1292(LC 1), 11=1243(LC 27), 13=1072(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-953/115, 3-4=-789/177, 4-5=-740/208, 5-6=-1155/310, 6-7=-1155/310, 7-8=-742/189, 8-9=-779/183, 9-10=-899/89, 2-15=-1254/101, 10-11=-1164/8 BOT CHORD 14-15=-374/331, 13-14=-59/550, 12-13=-54/545 WEBS 3-14=-363/238, 9-12=-288/181, 4-16=-444/233, 16-18=-437/234, 17-18=-343/209, 8-17=-350/207, 2-14=-156/767, 10-12=-48/663, 6-18=-372/138, 7-18=-308/765, 5-18=-279/788 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 17-11-12, Exterior(2E) 17-11-12 to 23-2-9 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 8-9, 4-16, 16-18, 17-18, 8-17; Wall dead load (5.0psf) on member(s).3-14, 9-12 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-14, 12-13 8) Refer to girder(s) for truss to truss connections. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Attic room checked for L/360 deflection. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss AT03 Truss Type ATTIC Qty 4 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491323 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-bACtogQF7niT2fLeltRGgwts156eAOHeaL?iwVy3mog Scale = 1:70.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 17 16 6x8 6x8 3x4 10x10 2x4 3x6 10x10 3x4 2x4 2x4 4x6 2x4 2x4 4x8 2x4 2x4 2x4 2x4 2x4 3x8 8x8 12-11-6 9-1-145-1-14 5-1-14 18-4-12 13-2-14 19-2-0 0-9-4 23-4-0 4-2-0 5-1-14 5-1-14 5-3-9 0-1-11 5-10-13 0-7-4 6-9-3 0-10-5 11-9-8 5-0-5 16-9-13 5-0-5 17-8-3 0-10-5 18-3-7 0-7-4 18-4-12 0-1-5 23-4-0 4-11-4 4-1-512-0-04-4-1312-0-014.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [4:0-5-14,0-3-0], [6:0-5-14,0-3-0], [11:0-3-8,0-1-8], [13:0-4-12,0-5-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.56 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.20 0.01 0.03 (loc) 12-13 12-13 11 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 209 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 12-13: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 2-13,8-12,3-7,8-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-0 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. WEBS 1 Row at midpt 2-13, 8-11 JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size)14=0-3-8, 10=Mechanical, 11=0-3-8 Max Horz 14=-307(LC 8) Max Uplift 10=-204(LC 7), 11=-469(LC 8) Max Grav 14=1642(LC 2), 10=1835(LC 18), 11=506(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1321/6, 2-3=-884/148, 3-4=-703/186, 4-5=-1143/365, 5-6=-1143/365, 6-7=-721/205, 7-8=-911/145, 8-9=-1325/185, 1-14=-1618/0, 9-10=-1847/206 BOT CHORD 13-14=-252/265, 12-13=-100/898, 11-12=-120/886 WEBS 2-13=-131/513, 8-12=0/1172, 3-15=-697/192, 15-17=-689/194, 16-17=-783/180, 7-16=-791/179, 1-13=0/945, 5-17=-372/139, 6-17=-182/745, 4-17=-211/707, 8-11=-921/0, 9-11=-166/1129 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-7 to 5-1-9, Exterior(2R) 5-1-9 to 17-11-12, Exterior(2E) 17-11-12 to 23-2-9 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Ceiling dead load (5.0 psf) on member(s). 2-3, 7-8, 3-15, 15-17, 16-17, 7-16; Wall dead load (5.0psf) on member(s).2-13, 8-12 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-13 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 10 and 469 lb uplift at joint 11. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Attic room checked for L/360 deflection. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss GE01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491324 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-XYKdDMRWePyBHzV0tITklLzEtvs1eOGx1fUp?Ny3moe Scale = 1:78.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 2423 43 4x6 3x8 3x6 4x6 3x8 3x6 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 2x4 2x4 23-8-023-8-0 -1-2-8 1-2-8 9-6-12 9-6-12 14-1-4 4-6-8 23-8-0 9-6-12 24-10-8 1-2-8 1-11-411-6-01-11-411-6-012.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-1-12], [14:0-4-4,0-1-12] 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 0.72 0.31 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.01 0.00 (loc) 22 22 23 21 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 205 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* 14-30,13-31,12-33,11-34,9-35,8-36,15-29,16-28: 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 (10-0-0 max.): 10-14. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 14-30, 13-31, 12-33, 11-34, 9-35, 8-36, 15-29, 16-28 REACTIONS.All bearings 23-8-0. (lb) - Max Horz 42=-342(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 31, 33, 34, 37, 38, 39, 40, 29, 28, 27, 26, 25 except 42=-719(LC 6), 23=-248(LC 7), 36=-101(LC 10), 41=-618(LC 7), 24=-252(LC 6) Max Grav All reactions 250 lb or less at joint(s) 30, 31, 33, 34, 35, 36, 37, 38, 39, 40, 29, 28, 27, 26, 25 except 42=755(LC 9), 23=343(LC 17), 41=670(LC 8), 24=322(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-42=-416/384, 2-3=-367/384, 4-5=-167/251, 5-6=-148/335, 6-7=-164/409, 7-8=-203/480, 8-9=-258/578, 9-10=-248/538, 10-11=-203/451, 11-12=-203/451, 12-13=-203/451, 13-14=-204/452, 14-15=-264/581, 15-16=-243/548, 16-17=-194/460, 17-18=-155/390, 18-19=-113/312, 21-23=-261/214 WEBS 14-30=-316/103, 11-34=-301/94 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-1-2, Corner(3R) 4-1-2 to 19-3-8, Corner(3E) 19-3-8 to 24-10-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31, 33, 34, 37, 38, 39, 40, 29, 28, 27, 26, 25 except (jt=lb) 42=719, 23=248, 36=101, 41=618, 24=252. 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.December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491325 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-?lu?QiS8Pi42v74DQ?_zIYVQJJCKNoY5GJDMXqy3mod Scale = 1:77.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 4x6 3x8 4x6 3x8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-8-015-8-0 -1-2-8 1-2-8 7-10-0 7-10-0 15-8-0 7-10-0 2-1-1511-3-92-1-1514.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-14], [15: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-R 0.68 0.30 0.37 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: 126 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 15-8-0. (lb) - Max Horz 27=339(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 22, 25, 20, 18, 17 except 27=-442(LC 6), 15=-427(LC 7), 23=-111(LC 10), 24=-102(LC 10), 26=-443(LC 7), 19=-112(LC 11), 16=-375(LC 6) Max Grav All reactions 250 lb or less at joint(s) 22, 23, 24, 25, 20, 19, 18, 17 except 27=510(LC 18), 15=448(LC 8), 21=503(LC 10), 26=463(LC 8), 16=466(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-27=-355/285, 2-3=-308/313, 4-5=-182/271, 5-6=-260/367, 6-7=-353/483, 7-8=-382/514, 8-9=-382/514, 9-10=-353/483, 10-11=-260/367, 11-12=-182/271, 13-14=-285/282, 14-15=-270/258 WEBS 8-21=-684/463 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 3-10-0, Corner(3R) 3-10-0 to 10-6-0, Corner(3E) 10-6-0 to 15-6-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, 25, 20, 18, 17 except (jt=lb) 27=442, 15=427, 23=111, 24=102, 26=443, 19=112, 16=375. 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491326 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-TxSOe2TmA0CvWHfP_jVCqm2bkiXB6EjEVzzw3Gy3moc Scale = 1:80.6 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 1615 4x6 3x8 4x6 3x8 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-10-016-10-0 -1-2-8 1-2-8 8-5-0 8-5-0 16-10-0 8-5-0 2-1-1511-11-122-1-1514.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-14], [15:Edge,0-3-8], [23:0-2-0,0-1-8] 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-R 0.70 0.33 0.44 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: 140 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* 8-21,7-22,6-24,9-20,10-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-21, 7-22, 6-24, 9-20, 10-19 REACTIONS.All bearings 16-10-0. (lb) - Max Horz 28=357(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 21, 22, 26, 20, 18, 17 except 28=-365(LC 6), 15=-337(LC 7), 24=-121(LC 10), 25=-101(LC 10), 27=-384(LC 7), 19=-122(LC 11), 16=-322(LC 6) Max Grav All reactions 250 lb or less at joint(s) 22, 24, 25, 26, 20, 19, 18, 17 except 28=459(LC 18), 15=374(LC 8), 21=541(LC 11), 27=431(LC 8), 16=422(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-28=-341/258, 2-3=-300/305, 4-5=-220/310, 5-6=-294/401, 6-7=-394/524, 7-8=-412/542, 8-9=-412/542, 9-10=-394/524, 10-11=-294/401, 11-12=-220/310, 13-14=-267/264 WEBS 8-21=-721/502 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-1-2, Corner(3R) 4-1-2 to 11-4-10, Corner(3E) 11-4-10 to 16-8-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 21, 22, 26, 20, 18, 17 except (jt=lb) 28=365, 15=337, 24=121, 25=101, 27=384, 19=122, 16=322. 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.December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss GE04 Truss Type Piggyback Base Supported Gable Qty 2 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491327 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-PKa82kU0idScmapo68XgwB7viWHra4mXyHS089y3moa Scale = 1:90.1 12 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x6 5x6 3x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 17-5-017-5-0 8-9-2 8-9-2 17-5-0 8-7-14 4-2-1413-0-012.00 12 Plate Offsets (X,Y)-- [8:0-2-8,Edge], [27:0-2-1,0-1-8] 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 0.80 0.06 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 206 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* 15-16: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 4-26,3-28,2-29: 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.): 8-15. BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. WEBS 1 Row at midpt 15-16, 14-17, 13-18, 12-19, 11-20, 10-21, 9-22, 7-23, 6-24, 5-25 REACTIONS.All bearings 17-5-0. (lb) - Max Horz 30=346(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 28 except 30=-477(LC 8), 29=-1136(LC 10) Max Grav All reactions 250 lb or less at joint(s) 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 28 except 30=1393(LC 10), 29=478(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-1697/729, 1-2=-559/252, 2-3=-492/226, 3-4=-367/173, 4-5=-271/135 BOT CHORD 29-30=-422/184 WEBS 1-29=-612/1401 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 5-5-0, Corner(3R) 5-5-0 to 12-1-0, Corner(3E) 12-1-0 to 17-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 28 except (jt=lb) 30=477, 29=1136. 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss GE05 Truss Type Monopitch Supported Gable Qty 2 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491328 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-PKa82kU0idScmapo68XgwB74cWH?aE6XyHS089y3moa Scale = 1:10.6 1 2 3 4 5 2x4 2x4 3x6 3x4 -0-10-8 0-10-8 2-4-8 2-4-8 0-9-01-6-84.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5] 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 0.10 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=2-4-8, 2=2-4-8 Max Horz 2=49(LC 7) Max Uplift 5=-20(LC 10), 2=-55(LC 6) Max Grav 5=98(LC 1), 2=195(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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss GE06 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491329 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-MihuTQWHEFiK?uyADZa8?cDIbKxQ22LqQbx7C1y3moY Scale = 1:82.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x4 3x4 5x6 4x6 5x6 3x6 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 6x6 2x4 23-7-023-7-0 -1-2-8 1-2-8 6-9-3 6-9-3 16-9-13 10-0-11 23-7-0 6-9-3 24-9-8 1-2-8 4-1-512-0-04-1-512-0-014.00 12 Plate Offsets (X,Y)-- [8:0-2-11,Edge], [16:0-3-2,0-2-0], [21:0-3-0,0-2-1], [35:0-1-15,0-1-8] 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 0.58 0.18 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.01 0.01 (loc) 21-22 21-22 23 21-22 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 255 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 No.2 *Except* 5-39,4-40,3-41,19-25,20-24: 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 (10-0-0 max.): 8-16. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 16-28, 15-29, 14-30, 13-31, 12-32, 11-33, 10-34, 9-36, 7-37, 6-38, 17-27, 18-26 REACTIONS.All bearings 23-7-0. (lb) - Max Horz 42=-397(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 32, 33, 34, 39, 40, 27 except 42=-125(LC 6), 23=-997(LC 7), 28=-154(LC 8), 36=-102(LC 8), 38=-131(LC 10), 41=-175(LC 7), 26=-110(LC 11), 25=-101(LC 11), 24=-766(LC 6) Max Grav All reactions 250 lb or less at joint(s) 42, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 41, 27, 26, 25 except 23=1102(LC 8), 28=298(LC 10), 24=890(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-118/252, 4-5=-176/328, 5-6=-246/415, 6-7=-342/534, 7-8=-303/447, 8-9=-255/386, 9-10=-255/386, 10-11=-255/386, 11-12=-255/386, 12-13=-255/386, 13-14=-255/386, 14-15=-255/386, 15-16=-256/387, 16-17=-349/531, 17-18=-308/483, 18-19=-330/380, 19-20=-372/384, 20-21=-368/377, 21-23=-1069/981 BOT CHORD 41-42=-357/320, 40-41=-357/320, 39-40=-357/320, 38-39=-357/320, 37-38=-357/320, 36-37=-357/320, 34-36=-357/320, 33-34=-357/320, 32-33=-357/320, 31-32=-357/320, 30-31=-357/320, 29-30=-357/320, 28-29=-357/320, 27-28=-355/319, 26-27=-355/319, 25-26=-355/319, 24-25=-355/319 WEBS 16-28=-314/181, 9-36=-262/129, 21-24=-854/849 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-1-2, Corner(3R) 4-1-2 to 19-4-1, Corner(3E) 19-4-1 to 24-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.Continued on page 2 December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss GE06 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491329 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:48 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-quFHhlXv?YqBd2XMnG5NXplTLjHfnVazeFghlTy3moX NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 30, 31, 32, 33, 34, 39, 40, 27 except (jt=lb) 42=125, 23=997, 28=154, 36=102, 38=131, 41=175, 26=110, 25=101, 24=766. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss GE07 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491330 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-I5pfu5XXmsy2FC6ZLzcc41IkI7e2Wze7tvQEHwy3moW Scale = 1:102.2 12 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 2322 21 20 19 18 17 16 15 3x6 2x4 4x6 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 16-5-816-5-8 3-2-13 3-2-13 16-5-8 13-2-11 11-6-1014-9-81-6-1312.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-3-0] 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 0.25 0.11 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 179 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* 1-28: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 9-20,10-19,11-18,12-17,13-16: 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. WEBS 1 Row at midpt 1-28, 4-26, 3-27, 2-28, 5-25, 6-24, 7-22, 8-21 REACTIONS.All bearings 16-5-8. (lb) - Max Horz 28=-452(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 28, 26, 27, 25, 24, 22, 21, 20, 19, 18, 17 except 15=-468(LC 9), 16=-631(LC 11) Max Grav All reactions 250 lb or less at joint(s) 28, 26, 27, 25, 24, 22, 21, 20, 19, 18, 17 except 15=987(LC 11), 16=365(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-250/181, 9-10=-314/203, 10-11=-391/232, 11-12=-465/258, 12-13=-547/289, 13-14=-635/310, 14-15=-1006/468 BOT CHORD 27-28=-222/475, 26-27=-222/475, 25-26=-222/475, 24-25=-222/475, 22-24=-222/475, 21-22=-222/475, 20-21=-220/473, 19-20=-220/473, 18-19=-220/473, 17-18=-220/473, 16-17=-220/473 WEBS 14-16=-345/739 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 3-2-13, Corner(3R) 3-2-13 to 8-9-2, Exterior(2N) 8-9-2 to 11-0-2, Corner(3E) 11-0-2 to 16-3-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 28, 26, 27, 25, 24, 22, 21, 20, 19, 18, 17 except (jt=lb) 15=468, 16=631. 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.December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss GE08 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491331 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-ETxPJnZnITDmUVGxSOe49SNybxBh_r9QLDvLLoy3moU Scale = 1:102.2 12 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 2322 21 20 19 18 17 16 15 8x8 5x8 4x6 4x6 5x10 MT18HS3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-8-1516-5-8 16-5-8 3-2-13 3-2-13 16-5-8 13-2-11 11-6-1014-9-81-6-1312.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-3-0], [15:0-3-8,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-R 0.64 0.61 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT18HS Weight: 178 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 2100F 1.8E *Except* 14-15: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 9-20,10-19,11-18,12-17,13-16: 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 9-6-2 oc bracing. WEBS 1 Row at midpt 1-28, 4-26, 3-27, 2-28, 5-25, 6-24, 7-22, 8-21 REACTIONS.All bearings 16-5-8. (lb) - Max Horz 28=-519(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 27, 25, 24, 22, 20, 19, 18, 17 except 28=-118(LC 11), 15=-678(LC 9), 26=-315(LC 8), 21=-101(LC 11), 16=-738(LC 6) Max Grav All reactions 250 lb or less at joint(s) 28, 27, 25, 24, 22, 21, 20, 19, 18, 17 except 15=988(LC 6), 26=344(LC 7), 16=600(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-435/515, 1-2=-434/523, 2-3=-361/494, 3-4=-293/438, 4-5=-303/460, 5-6=-316/437, 6-7=-333/329, 7-8=-346/274, 8-9=-383/292, 9-10=-389/285, 10-11=-413/300, 11-12=-456/328, 12-13=-475/338, 13-14=-723/513, 14-15=-636/436 BOT CHORD 27-28=-308/417, 26-27=-308/417, 25-26=-308/417, 24-25=-308/417, 22-24=-308/417, 21-22=-308/417, 20-21=-306/415, 19-20=-306/415, 18-19=-306/415, 17-18=-306/415, 16-17=-306/415, 15-16=-306/415 WEBS 4-26=-504/306, 13-16=-274/338 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 3-2-13, Corner(3R) 3-2-13 to 8-9-2, Exterior(2N) 8-9-2 to 11-0-2, Corner(3E) 11-0-2 to 16-3-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 1 = 4% 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 25, 24, 22, 20, 19, 18, 17 except (jt=lb) 28=118, 15=678, 26=315, 21=101, 16=738.Continued on page 2 December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss GE08 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491331 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:51 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-ETxPJnZnITDmUVGxSOe49SNybxBh_r9QLDvLLoy3moU NOTES- 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss GE09 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491332 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-igVnW7aP3nLd6fr806AJifwFGLfMjNLZZteuuFy3moT Scale = 1:72.3 12 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 4x6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 16-10-016-10-0 -1-2-8 1-2-8 8-5-0 8-5-0 16-10-0 8-5-0 18-0-8 1-2-8 0-8-110-5-140-8-114.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-11], [8:Edge,0-1-14], [14:Edge,0-0-11], [25:0-3-0,0-3-0] 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 0.14 0.07 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.01 0.01 (loc) 15 15 14 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 119 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 8-21,7-22,9-20: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud , Right: 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. WEBS 1 Row at midpt 8-21, 7-22, 9-20 REACTIONS.All bearings 16-10-0. (lb) - Max Horz 2=-300(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 21, 22, 24, 25, 20, 18, 17, 14 except 2=-108(LC 6), 23=-101(LC 10), 26=-142(LC 10), 19=-103(LC 11), 16=-136(LC 11) Max Grav All reactions 250 lb or less at joint(s) 22, 23, 24, 25, 26, 20, 19, 18, 17, 16 except 2=303(LC 19), 21=251(LC 11), 14=278(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-385/266, 13-14=-339/262 BOT CHORD 2-26=-153/290, 25-26=-153/290, 24-25=-151/289, 23-24=-151/289, 22-23=-151/289, 21-22=-151/289, 20-21=-151/289, 19-20=-151/289, 18-19=-151/289, 17-18=-151/289, 16-17=-151/289, 14-16=-151/289 WEBS 8-21=-262/179 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-1-2, Corner(3R) 4-1-2 to 12-8-14, Corner(3E) 12-8-14 to 18-0-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 21, 22, 24, 25, 20, 18, 17, 14 except (jt=lb) 2=108, 23=101, 26=142, 19=103, 16=136. 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.December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss GE10 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491333 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-As3AkTa2p5TUjpQKaphYEtSRyk0oSqoioXOSQhy3moS Scale = 1:45.8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-2-512-2-5 6-1-3 6-1-3 12-2-5 6-1-3 0-0-47-1-60-0-414.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-14] 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 0.05 0.15 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: 61 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.All bearings 12-2-5. (lb) - Max Horz 1=-180(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 14, 15, 12, 11 except 16=-128(LC 10), 10=-128(LC 11) 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-13 to 5-7-6, Corner(3R) 5-7-6 to 6-6-15, Corner(3E) 6-6-15 to 11-10-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, 12, 11 except (jt=lb) 16=128, 10=128. 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss M01 Truss Type Monopitch Qty 7 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491334 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-f2cYxpbgaObLLz?W7XCnn4?Pq8CeBIYs1A7?y7y3moR Scale: 1/2"=1' 1 2 3 5 4 4x6 6x8 5x8 8x14 MT18HS 8-8-08-8-0 -1-2-8 1-2-8 8-8-0 8-8-0 1-9-83-11-83.00 12 Plate Offsets (X,Y)-- [2:0-3-8,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 0.90 0.65 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.25 -0.00 0.39 (loc) 4-5 4-5 4 4-5 l/defl >793 >406 n/a >255 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 39 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-4: 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 7-9-12 oc bracing. WEBS 1 Row at midpt 2-4 REACTIONS. (size)4=0-1-8, 5=0-3-8 Max Horz 5=93(LC 7) Max Uplift 4=-168(LC 6), 5=-180(LC 6) Max Grav 4=410(LC 1), 5=536(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-283/237, 2-5=-449/319 BOT CHORD 4-5=-629/311 WEBS 2-4=-254/541 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) All plates are MT20 plates unless otherwise indicated. 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 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=168, 5=180. 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss PB01 Truss Type Piggyback Qty 14 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491335 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-7FAw99cILijCz7ajhEj0KIYj?YfkwjX?FqtYUZy3moQ Scale = 1:36.7 1 2 3 4 5 6 4x6 3x6 3x6 2x4 10-0-1110-0-11 5-0-5 5-0-5 10-0-11 5-0-5 0-5-105-8-140-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-6], [3:Edge,0-1-14], [4:0-6-0,0-1-6] 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 0.36 0.22 0.13 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: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 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=9-0-7, 4=9-0-7, 6=9-0-7 Max Horz 2=-150(LC 8) Max Uplift 2=-49(LC 11), 4=-38(LC 11), 6=-11(LC 10) Max Grav 2=285(LC 1), 4=285(LC 1), 6=345(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-258/104, 3-4=-257/88 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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss PB02 Truss Type GABLE Qty 27 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491336 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-7FAw99cILijCz7ajhEj0KIYgLYeuwiC?FqtYUZy3moQ Scale = 1:50.2 1 2 3 4 6 5 3x6 3x4 3x6 2x4 2x4 8-11-68-11-60-5-38-9-140-1-80-1-812.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-14] 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 0.27 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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. WEBS 1 Row at midpt 4-5 REACTIONS. (size)5=8-4-11, 2=8-4-11, 6=8-4-11 Max Horz 2=328(LC 7) Max Uplift 5=-100(LC 7), 2=-60(LC 6), 6=-290(LC 10) Max Grav 5=230(LC 17), 2=318(LC 18), 6=651(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-318/253 WEBS 3-6=-432/365 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 C; Enclosed; 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=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 4-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2 except (jt=lb) 6=290. 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss PB03 Truss Type Piggyback Qty 11 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491337 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-bRkIMUdw60r3aH8vFxEFsV4ypy1ufCX9UUc610y3moP Scale = 1:13.5 1 2 3 45 6 4x6 2x4 2x4 2x4 4-6-84-6-8 2-3-4 2-3-4 4-6-8 2-3-4 0-5-32-1-120-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL 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 0.10 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 13 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 4-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=3-5-2, 4=3-5-2, 6=3-5-2 Max Horz 2=-52(LC 8) Max Uplift 2=-26(LC 11), 4=-31(LC 11) Max Grav 2=138(LC 1), 4=138(LC 1), 6=117(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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491338 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-3dIgaqdYtJzvCQj5pflUPjd70MNhOeyIj8MfZSy3moO Scale = 1:37.2 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-0-1110-0-11 5-0-5 5-0-5 10-0-11 5-0-5 0-5-105-8-140-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [5:Edge,0-1-14], [8:0-2-10,0-1-0] 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 0.07 0.06 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 44 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.All bearings 9-0-7. (lb) - Max Horz 2=-150(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 11 except 14=-145(LC 10), 10=-145(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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) 2, 8, 13, 11 except (jt=lb) 14=145, 10=145. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss PBE02 Truss Type GABLE Qty 2 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491339 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-Xqs3nAeAed5mqaIHMMGjxwA6Dlfl74vRyo5C5uy3moN Scale = 1:53.9 12 3 4 5 6 7 8 14 13 12 11 10 9 3x8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-7-148-7-140-5-38-6-60-1-80-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [8:0-5-7,Edge], [9: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 0.88 0.26 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 50 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 end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9 REACTIONS.All bearings 8-1-3. (lb) - Max Horz 2=317(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 12, 13, 14 except 9=-118(LC 9), 2=-111(LC 8) Max Grav All reactions 250 lb or less at joint(s) 9, 2, 10, 11, 12, 13, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-340/219, 3-4=-285/182 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 C; Enclosed; 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=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 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, 11, 12, 13, 14 except (jt=lb) 9=118, 2=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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss PBE03 Truss Type Piggyback Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491340 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:45:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-?0QR?WfoPxDdRktUw4oyU8iT393bsZHbASrmdLy3moM Scale = 1:13.5 1 2 3 45 6 4x6 2x4 2x4 2x4 4-6-84-6-8 2-3-4 2-3-4 4-6-8 2-3-4 0-5-32-1-120-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL 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 0.10 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 13 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 4-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=3-5-2, 4=3-5-2, 6=3-5-2 Max Horz 2=-52(LC 8) Max Uplift 2=-26(LC 11), 4=-31(LC 11) Max Grav 2=138(LC 1), 4=138(LC 1), 6=117(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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T01 Truss Type PIGGYBACK BASE Qty 10 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491341 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-TC_pCsgRAELU3uSgUnJB1LFVWZCUbvpkP6aJAny3moL Scale = 1:65.2 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 4x6 4x8 3x8 3x8 4x6 3x6 4x6 3x6 6x8 6x8 3x6 9-6-129-6-12 14-1-44-6-8 23-8-09-6-12 -1-2-8 1-2-8 4-11-2 4-11-2 9-6-12 4-7-10 14-1-4 4-6-8 18-8-14 4-7-10 23-8-0 4-11-2 24-10-8 1-2-8 1-11-411-6-01-11-411-6-012.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [5:0-6-4,0-1-12] 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 0.70 0.88 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.63 0.03 0.02 (loc) 9-10 9-10 9 10 l/defl >733 >447 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 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* 4-12,5-12,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 3-13, 6-9 REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=-341(LC 8) Max Uplift 13=-101(LC 10), 9=-101(LC 11) Max Grav 13=1330(LC 2), 9=1333(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-385/208, 3-4=-1037/298, 4-5=-654/278, 5-6=-1040/298, 6-7=-386/208, 2-13=-468/226, 7-9=-469/226 BOT CHORD 12-13=-182/859, 10-12=-41/716, 9-10=0/722 WEBS 3-12=-187/266, 4-12=-93/404, 5-10=-126/455, 6-10=-187/266, 3-13=-990/39, 6-9=-990/39 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 19-6-14, Exterior(2E) 19-6-14 to 24-10-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=101, 9=101. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T02 Truss Type COMMON Qty 6 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491342 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-TC_pCsgRAELU3uSgUnJB1LFZ8ZI?bvPkP6aJAny3moL Scale = 1:70.5 1 2 3 4 5 6 9 8 7 4x6 3x4 3x8 3x4 3x4 3x4 3x6 3x6 7-10-07-10-0 15-8-07-10-0 -1-2-8 1-2-8 2-6-0 2-6-0 7-10-0 5-4-0 13-2-0 5-4-0 15-8-0 2-6-0 2-1-1511-3-92-1-1514.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] 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 0.40 0.47 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.15 0.01 0.01 (loc) 7-8 8-9 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 86 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)9=0-3-8, 7=0-3-8 Max Horz 9=339(LC 9) Max Uplift 9=-89(LC 11), 7=-86(LC 10) Max Grav 9=882(LC 1), 7=764(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-616/214, 4-5=-617/214 BOT CHORD 8-9=-218/470, 7-8=-48/345 WEBS 4-8=-167/424, 5-8=-196/250, 3-8=-189/257, 3-9=-736/86, 5-7=-730/123 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 10-2-10, Exterior(2E) 10-2-10 to 15-6-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 9, 7. 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T03 Truss Type COMMON Qty 6 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491343 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-Qb5ZdYhhisbCICc3bCLf6mKtsNzH3o11sQ3QEfy3moJ Scale = 1:76.7 1 2 3 4 5 6 10 9 8 7 4x6 3x6 3x6 3x8 3x6 3x6 3x6 3x8 3x8 8-5-08-5-0 16-10-08-5-0 -1-2-8 1-2-8 2-6-0 2-6-0 8-5-0 5-11-0 14-4-0 5-11-0 16-10-0 2-6-0 2-1-1511-11-122-1-1514.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] 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 0.51 0.54 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 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: 91 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 5-9-0 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=357(LC 7) Max Uplift 10=-94(LC 11), 7=-92(LC 10) Max Grav 10=940(LC 1), 7=823(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-678/220, 4-5=-678/220 BOT CHORD 8-10=-238/519, 7-8=-61/382 WEBS 4-8=-162/443, 5-8=-213/274, 3-8=-206/280, 3-10=-820/113, 5-7=-813/165 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 11-4-10, Exterior(2E) 11-4-10 to 16-8-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 10, 7. 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T04 Truss Type PIGGYBACK BASE Qty 11 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491344 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-unfyquiJT9j3wLBF9wsue_t?3mF?o9LB54pzm6y3moI Scale = 1:76.0 1 2 3 4 8 7 6 5 9 1011 12 13 14 15 2x4 6x6 6x10 3x6 3x6 3x8 3x6 3x8 3x6 8-9-28-9-2 17-8-88-11-6 2-6-0 2-6-0 8-9-2 6-3-2 17-8-8 8-11-6 4-2-1413-0-010-1-1213-0-012.00 12 Plate Offsets (X,Y)-- [3:0-2-8,Edge], [4:0-3-4,0-4-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.74 0.77 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.33 0.31 0.02 (loc) 5-6 6-8 10 5 l/defl >957 >639 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 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-8,2-8: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. WEBS 1 Row at midpt 3-6, 4-6 REACTIONS. (size)8=Mechanical, 10=0-3-0 Max Horz 8=343(LC 10) Max Uplift 10=-190(LC 7) Max Grav 8=927(LC 2), 10=920(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-652/64, 3-4=-371/135 BOT CHORD 6-8=-340/382 WEBS 2-6=-94/284, 3-6=-293/172, 4-6=-240/630, 2-8=-844/32, 4-10=-927/250 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 16-3-1, Interior(1) 16-3-1 to 17-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=190. 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, 16, 17, 18, 19, 20, 25, 26, 39, 40, 41, 42 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 December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T04 Truss Type PIGGYBACK BASE Qty 11 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491344 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:03 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-unfyquiJT9j3wLBF9wsue_t?3mF?o9LB54pzm6y3moI 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: 1-3=-65, 3-4=-65, 8-13=-35, 13-14=-50, 14-15=-35, 5-15=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-11=19, 3-11=26, 3-12=26, 4-12=22, 5-8=-12 Horz: 1-11=-31, 3-11=-38 Drag: 3-4=0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-35, 3-4=-35, 5-8=-20 Horz: 1-3=15 Drag: 3-4=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-15, 3-4=28, 5-8=-12 Horz: 1-3=3 Drag: 3-4=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=11, 3-4=28, 5-8=-12 Horz: 1-3=-23 Drag: 3-4=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-34, 3-4=8, 5-8=-20 Horz: 1-3=14 Drag: 3-4=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-9, 3-4=8, 5-8=-20 Horz: 1-3=-11 Drag: 3-4=0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=28, 3-4=11, 5-8=-12 Horz: 1-3=-40 Drag: 3-4=0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=11, 3-4=11, 5-8=-12 Horz: 1-3=-23 Drag: 3-4=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=28, 3-4=11, 5-8=-12 Horz: 1-3=-40 Drag: 3-4=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=11, 3-4=11, 5-8=-12 Horz: 1-3=-23 Drag: 3-4=0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=8, 3-4=-9, 5-8=-20 Horz: 1-3=-28 Drag: 3-4=0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-9, 3-4=-9, 5-8=-20 Horz: 1-3=-11 Drag: 3-4=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-4=-20, 8-13=-40, 13-14=-60, 14-15=-40, 5-15=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-76, 3-4=-44, 8-13=-35, 13-14=-50, 14-15=-35, 5-15=-50 Horz: 1-3=11 Drag: 3-4=0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T04 Truss Type PIGGYBACK BASE Qty 11 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491344 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:03 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-unfyquiJT9j3wLBF9wsue_t?3mF?o9LB54pzm6y3moI LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-3=-57, 3-4=-44, 8-13=-35, 13-14=-50, 14-15=-35, 5-15=-50 Horz: 1-3=-8 Drag: 3-4=0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-57, 8-13=-35, 13-14=-50, 14-15=-35, 5-15=-50 Horz: 1-3=-21 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-57, 3-4=-57, 8-13=-35, 13-14=-50, 14-15=-35, 5-15=-50 Horz: 1-3=-8 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 5-8=-12 Horz: 1-3=16 Drag: 3-4=-0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 5-8=-12 Horz: 1-3=-16 Drag: 3-4=0 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-65, 3-4=-65, 8-13=-35, 13-14=-50, 14-15=-35, 5-15=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-20, 3-4=-65, 8-13=-35, 13-14=-50, 14-15=-35, 5-15=-50 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-11=19, 3-11=26, 3-12=26, 4-12=22, 5-8=-12 Horz: 1-11=-31, 3-11=-38 Drag: 3-4=0 28) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-35, 3-4=-35, 5-8=-20 Horz: 1-3=15 Drag: 3-4=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-15, 3-4=28, 5-8=-12 Horz: 1-3=3 Drag: 3-4=0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=11, 3-4=28, 5-8=-12 Horz: 1-3=-23 Drag: 3-4=0 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-34, 3-4=8, 5-8=-20 Horz: 1-3=14 Drag: 3-4=0 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-9, 3-4=8, 5-8=-20 Horz: 1-3=-11 Drag: 3-4=0 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=28, 3-4=11, 5-8=-12 Horz: 1-3=-40 Drag: 3-4=0 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=11, 3-4=11, 5-8=-12 Horz: 1-3=-23 Drag: 3-4=0 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=28, 3-4=11, 5-8=-12 Horz: 1-3=-40 Drag: 3-4=0 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T04 Truss Type PIGGYBACK BASE Qty 11 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491344 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:03 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-unfyquiJT9j3wLBF9wsue_t?3mF?o9LB54pzm6y3moI LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-3=11, 3-4=11, 5-8=-12 Horz: 1-3=-23 Drag: 3-4=0 37) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=8, 3-4=-9, 5-8=-20 Horz: 1-3=-28 Drag: 3-4=0 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-9, 3-4=-9, 5-8=-20 Horz: 1-3=-11 Drag: 3-4=0 39) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-76, 3-4=-44, 8-13=-35, 13-14=-50, 14-15=-35, 5-15=-50 Horz: 1-3=11 Drag: 3-4=0 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-57, 3-4=-44, 8-13=-35, 13-14=-50, 14-15=-35, 5-15=-50 Horz: 1-3=-8 Drag: 3-4=0 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-57, 8-13=-35, 13-14=-50, 14-15=-35, 5-15=-50 Horz: 1-3=-21 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-57, 3-4=-57, 8-13=-35, 13-14=-50, 14-15=-35, 5-15=-50 Horz: 1-3=-8 43) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 5-8=-12 Horz: 1-3=16 Drag: 3-4=-0 44) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 5-8=-12 Horz: 1-3=-16 Drag: 3-4=0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T05 Truss Type Piggyback Base Qty 4 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491345 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-MzDK2EjxETrwYVmRjdN7BBQ9jAbtXl0KKkYXJYy3moH Scale = 1:76.0 1 2 3 4 9 8 7 6 5 10 11 12 13 14 15 5x6 6x6 6x8 3x6 2x4 3x6 3x6 3x8 3x6 3x6 5-0-35-0-3 8-9-23-8-15 17-8-88-11-6 5-0-3 5-0-3 8-9-2 3-8-15 17-8-8 8-11-6 7-7-09-3-113-0-010-1-1213-0-04.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-2-8,Edge], [4:0-1-8,0-4-0] 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 0.81 0.73 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.42 0.31 0.02 (loc) 5-6 5-6 11 6 l/defl >773 >495 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-9: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-8, 2-6, 3-6, 4-6, 1-9 REACTIONS. (size)9=Mechanical, 11=0-3-0 Max Horz 9=212(LC 10) Max Uplift 9=-18(LC 6), 11=-172(LC 7) Max Grav 9=940(LC 2), 11=924(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-436/67, 2-3=-562/161, 3-4=-348/208, 1-9=-833/136 BOT CHORD 8-9=-300/90, 6-8=-310/376 WEBS 2-8=-457/53, 2-6=-93/250, 4-6=-362/577, 1-8=-16/664, 4-11=-931/386 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-0-3, Exterior(2R) 5-0-3 to 14-0-12, Interior(1) 14-0-12 to 17-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 11=172. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26, 39, 40, 41, 42 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 December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T05 Truss Type Piggyback Base Qty 4 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491345 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:04 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-MzDK2EjxETrwYVmRjdN7BBQ9jAbtXl0KKkYXJYy3moH 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, 2-3=-65, 3-4=-65, 9-13=-50, 8-13=-35, 8-14=-50, 14-15=-35, 5-15=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=47, 2-3=43, 3-12=43, 4-12=26, 5-9=-12 Horz: 1-2=-59, 2-3=-55 Drag: 3-12=0, 4-12=0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-35, 2-3=-35, 3-4=-35, 5-9=-20 Horz: 1-2=15, 2-3=15 Drag: 3-4=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=28, 2-3=-15, 3-4=28, 5-9=-12 Horz: 1-2=-40, 2-3=3 Drag: 3-4=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=15, 2-3=11, 3-4=28, 5-9=-12 Horz: 1-2=-27, 2-3=-23 Drag: 3-4=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=8, 2-3=-34, 3-4=8, 5-9=-20 Horz: 1-2=-28, 2-3=14 Drag: 3-4=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-4, 2-3=-9, 3-4=8, 5-9=-20 Horz: 1-2=-16, 2-3=-11 Drag: 3-4=0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-4=11, 5-9=-12 Horz: 1-2=-40, 2-3=-40 Drag: 3-4=0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-4=11, 5-9=-12 Horz: 1-2=-23, 2-3=-23 Drag: 3-4=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-4=11, 5-9=-12 Horz: 1-2=-40, 2-3=-40 Drag: 3-4=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-4=11, 5-9=-12 Horz: 1-2=-23, 2-3=-23 Drag: 3-4=0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=8, 2-3=8, 3-4=-9, 5-9=-20 Horz: 1-2=-28, 2-3=-28 Drag: 3-4=0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-9, 2-3=-9, 3-4=-9, 5-9=-20 Horz: 1-2=-11, 2-3=-11 Drag: 3-4=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-4=-20, 9-13=-60, 8-13=-40, 8-14=-60, 14-15=-40, 5-15=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-44, 2-3=-76, 3-4=-44, 9-13=-50, 8-13=-35, 8-14=-50, 14-15=-35, 5-15=-50 Horz: 1-2=-21, 2-3=11 Drag: 3-4=0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T05 Truss Type Piggyback Base Qty 4 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491345 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:04 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-MzDK2EjxETrwYVmRjdN7BBQ9jAbtXl0KKkYXJYy3moH LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-53, 2-3=-57, 3-4=-44, 9-13=-50, 8-13=-35, 8-14=-50, 14-15=-35, 5-15=-50 Horz: 1-2=-12, 2-3=-8 Drag: 3-4=0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-44, 2-3=-44, 3-4=-57, 9-13=-50, 8-13=-35, 8-14=-50, 14-15=-35, 5-15=-50 Horz: 1-2=-21, 2-3=-21 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-57, 2-3=-57, 3-4=-57, 9-13=-50, 8-13=-35, 8-14=-50, 14-15=-35, 5-15=-50 Horz: 1-2=-8, 2-3=-8 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-4=-28, 5-9=-12 Horz: 1-2=16, 2-3=16 Drag: 3-4=-0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-4=4, 5-9=-12 Horz: 1-2=-16, 2-3=-16 Drag: 3-4=0 25) 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, 2-3=-65, 3-4=-65, 9-13=-50, 8-13=-35, 8-14=-50, 14-15=-35, 5-15=-50 26) 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, 2-3=-20, 3-4=-65, 9-13=-50, 8-13=-35, 8-14=-50, 14-15=-35, 5-15=-50 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=47, 2-3=43, 3-12=43, 4-12=26, 5-9=-12 Horz: 1-2=-59, 2-3=-55 Drag: 3-12=0, 4-12=0 28) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-35, 2-3=-35, 3-4=-35, 5-9=-20 Horz: 1-2=15, 2-3=15 Drag: 3-4=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=28, 2-3=-15, 3-4=28, 5-9=-12 Horz: 1-2=-40, 2-3=3 Drag: 3-4=0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=15, 2-3=11, 3-4=28, 5-9=-12 Horz: 1-2=-27, 2-3=-23 Drag: 3-4=0 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=8, 2-3=-34, 3-4=8, 5-9=-20 Horz: 1-2=-28, 2-3=14 Drag: 3-4=0 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-4, 2-3=-9, 3-4=8, 5-9=-20 Horz: 1-2=-16, 2-3=-11 Drag: 3-4=0 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-4=11, 5-9=-12 Horz: 1-2=-40, 2-3=-40 Drag: 3-4=0 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-4=11, 5-9=-12 Horz: 1-2=-23, 2-3=-23 Drag: 3-4=0 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-4=11, 5-9=-12 Horz: 1-2=-40, 2-3=-40 Drag: 3-4=0 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T05 Truss Type Piggyback Base Qty 4 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491345 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:04 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-MzDK2EjxETrwYVmRjdN7BBQ9jAbtXl0KKkYXJYy3moH LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-4=11, 5-9=-12 Horz: 1-2=-23, 2-3=-23 Drag: 3-4=0 37) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=8, 2-3=8, 3-4=-9, 5-9=-20 Horz: 1-2=-28, 2-3=-28 Drag: 3-4=0 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-9, 2-3=-9, 3-4=-9, 5-9=-20 Horz: 1-2=-11, 2-3=-11 Drag: 3-4=0 39) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-44, 2-3=-76, 3-4=-44, 9-13=-50, 8-13=-35, 8-14=-50, 14-15=-35, 5-15=-50 Horz: 1-2=-21, 2-3=11 Drag: 3-4=0 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-53, 2-3=-57, 3-4=-44, 9-13=-50, 8-13=-35, 8-14=-50, 14-15=-35, 5-15=-50 Horz: 1-2=-12, 2-3=-8 Drag: 3-4=0 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-44, 2-3=-44, 3-4=-57, 9-13=-50, 8-13=-35, 8-14=-50, 14-15=-35, 5-15=-50 Horz: 1-2=-21, 2-3=-21 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-57, 2-3=-57, 3-4=-57, 9-13=-50, 8-13=-35, 8-14=-50, 14-15=-35, 5-15=-50 Horz: 1-2=-8, 2-3=-8 43) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-4=-28, 5-9=-12 Horz: 1-2=16, 2-3=16 Drag: 3-4=-0 44) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-4=4, 5-9=-12 Horz: 1-2=-16, 2-3=-16 Drag: 3-4=0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491346 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-qAniFZkZ?nzn9fKeHKuMkPyKjaxcG7JTZOI4r_y3moG Scale = 1:83.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 3x6 5x12 6x6 6x8 3x6 3x6 3x6 3x4 2x4 3x6 3x8 2x4 8x16 3x6 3x8 3x6 8-5-58-5-5 15-9-07-3-11 16-1-00-4-0 20-9-34-8-3 24-6-23-8-15 33-5-88-11-6 -0-10-8 0-10-8 8-5-5 8-5-5 16-1-0 7-7-11 20-9-3 4-8-3 24-6-2 3-8-15 33-5-8 8-11-6 0-4-07-3-111-0-013-0-08-1-1213-0-04.00 12 12.00 12 Plate Offsets (X,Y)-- [7:0-2-8,Edge], [8:0-1-8,0-4-0] 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 0.79 0.76 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.41 0.27 0.36 (loc) 9-10 9-10 18 2-16 l/defl >769 >495 n/a >539 L/d 360 240 n/a 240 PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x6 SPF No.2, 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 5-13: 2x4 SPF-S Stud WEBS 2x4 SPF No.2 *Except* 3-16,3-14,12-14,6-14: 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.): 7-8. BOT CHORD Rigid ceiling directly applied or 4-10-11 oc bracing. WEBS 1 Row at midpt 3-14, 6-14, 7-10 REACTIONS. (size)2=0-3-8, 14=0-3-8, 18=0-3-0 Max Horz 2=433(LC 10) Max Uplift 2=-200(LC 6), 14=-506(LC 6), 18=-83(LC 7) Max Grav 2=663(LC 1), 14=2127(LC 2), 18=696(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-845/433, 3-5=-690/723, 5-6=-611/682, 6-7=-347/0 BOT CHORD 2-16=-792/725, 14-16=-792/725, 5-14=-518/215 WEBS 3-16=-506/374, 3-14=-1407/1232, 6-14=-1196/503, 6-10=-248/365, 7-10=-379/320, 8-10=-61/350, 8-18=-701/84 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 4-5-2, Interior(1) 4-5-2 to 20-9-3, Exterior(2R) 20-9-3 to 29-9-12, Interior(1) 29-9-12 to 33-0-4 zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18 except (jt=lb) 2=200, 14=506. 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) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26, 39, 40, 41, 42 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) 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 December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491346 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:05 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-qAniFZkZ?nzn9fKeHKuMkPyKjaxcG7JTZOI4r_y3moG 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: 1-6=-65, 6-7=-65, 7-8=-65, 2-14=-35, 12-13=-35, 12-22=-50, 22-23=-35, 9-23=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=65, 2-19=38, 6-19=26, 6-7=35, 7-20=35, 8-20=26, 2-21=65, 14-21=52, 9-13=-12 Horz: 1-2=-77, 2-19=-50, 6-19=-38, 6-7=-47 Drag: 7-20=0, 8-20=0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 2-6=-35, 6-7=-35, 7-8=-35, 2-14=-10, 9-13=-20 Horz: 1-2=-10, 2-6=15, 6-7=15 Drag: 7-8=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=41, 2-6=28, 6-7=-15, 7-8=28, 2-14=7, 9-13=-12 Horz: 1-2=-53, 2-6=-40, 6-7=3 Drag: 7-8=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-6=15, 6-7=11, 7-8=28, 2-14=7, 9-13=-12 Horz: 1-2=-22, 2-6=-27, 6-7=-23 Drag: 7-8=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=14, 2-6=8, 6-7=-34, 7-8=8, 2-14=-1, 9-13=-20 Horz: 1-2=-34, 2-6=-28, 6-7=14 Drag: 7-8=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=2, 2-6=-4, 6-7=-9, 7-8=8, 2-14=-1, 9-13=-20 Horz: 1-2=-22, 2-6=-16, 6-7=-11 Drag: 7-8=0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-7=28, 7-8=11, 2-14=-12, 9-13=-12 Horz: 1-2=-34, 2-6=-40, 6-7=-40 Drag: 7-8=0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-7=11, 7-8=11, 2-14=-12, 9-13=-12 Horz: 1-2=-17, 2-6=-23, 6-7=-23 Drag: 7-8=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-7=28, 7-8=11, 2-14=-12, 9-13=-12 Horz: 1-2=-34, 2-6=-40, 6-7=-40 Drag: 7-8=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-7=11, 7-8=11, 2-14=-12, 9-13=-12 Horz: 1-2=-17, 2-6=-23, 6-7=-23 Drag: 7-8=0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=14, 2-6=8, 6-7=8, 7-8=-9, 2-14=-20, 9-13=-20 Horz: 1-2=-34, 2-6=-28, 6-7=-28 Drag: 7-8=0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 6-7=-9, 7-8=-9, 2-14=-20, 9-13=-20 Horz: 1-2=-17, 2-6=-11, 6-7=-11 Drag: 7-8=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-20, 6-7=-20, 7-8=-20, 2-14=-40, 12-13=-40, 12-22=-60, 22-23=-40, 9-23=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-39, 2-6=-44, 6-7=-76, 7-8=-44, 2-14=-21, 12-13=-35, 12-22=-50, 22-23=-35, 9-23=-50 Horz: 1-2=-26, 2-6=-21, 6-7=11 Drag: 7-8=0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491346 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:05 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-qAniFZkZ?nzn9fKeHKuMkPyKjaxcG7JTZOI4r_y3moG LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-49, 2-6=-53, 6-7=-57, 7-8=-44, 2-14=-21, 12-13=-35, 12-22=-50, 22-23=-35, 9-23=-50 Horz: 1-2=-16, 2-6=-12, 6-7=-8 Drag: 7-8=0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-39, 2-6=-44, 6-7=-44, 7-8=-57, 2-14=-35, 12-13=-35, 12-22=-50, 22-23=-35, 9-23=-50 Horz: 1-2=-26, 2-6=-21, 6-7=-21 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-52, 2-6=-57, 6-7=-57, 7-8=-57, 2-14=-35, 12-13=-35, 12-22=-50, 22-23=-35, 9-23=-50 Horz: 1-2=-13, 2-6=-8, 6-7=-8 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 6-7=-28, 7-8=-28, 2-14=4, 9-13=-12 Horz: 1-2=-16, 2-6=16, 6-7=16 Drag: 7-8=-0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-6=4, 6-7=4, 7-8=4, 2-14=4, 9-13=-12 Horz: 1-6=-16, 6-7=-16 Drag: 7-8=0 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-65, 6-7=-65, 7-8=-65, 2-14=-35, 12-13=-35, 12-22=-50, 22-23=-35, 9-23=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-20, 6-7=-20, 7-8=-65, 2-14=-35, 12-13=-35, 12-22=-50, 22-23=-35, 9-23=-50 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=65, 2-19=38, 6-19=26, 6-7=35, 7-20=35, 8-20=26, 2-21=65, 14-21=52, 9-13=-12 Horz: 1-2=-77, 2-19=-50, 6-19=-38, 6-7=-47 Drag: 7-20=0, 8-20=0 28) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 2-6=-35, 6-7=-35, 7-8=-35, 2-14=-10, 9-13=-20 Horz: 1-2=-10, 2-6=15, 6-7=15 Drag: 7-8=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=41, 2-6=28, 6-7=-15, 7-8=28, 2-14=7, 9-13=-12 Horz: 1-2=-53, 2-6=-40, 6-7=3 Drag: 7-8=0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-6=15, 6-7=11, 7-8=28, 2-14=7, 9-13=-12 Horz: 1-2=-22, 2-6=-27, 6-7=-23 Drag: 7-8=0 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=14, 2-6=8, 6-7=-34, 7-8=8, 2-14=-1, 9-13=-20 Horz: 1-2=-34, 2-6=-28, 6-7=14 Drag: 7-8=0 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=2, 2-6=-4, 6-7=-9, 7-8=8, 2-14=-1, 9-13=-20 Horz: 1-2=-22, 2-6=-16, 6-7=-11 Drag: 7-8=0 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-7=28, 7-8=11, 2-14=-12, 9-13=-12 Horz: 1-2=-34, 2-6=-40, 6-7=-40 Drag: 7-8=0 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-7=11, 7-8=11, 2-14=-12, 9-13=-12 Horz: 1-2=-17, 2-6=-23, 6-7=-23 Drag: 7-8=0 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-7=28, 7-8=11, 2-14=-12, 9-13=-12 Horz: 1-2=-34, 2-6=-40, 6-7=-40 Drag: 7-8=0 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491346 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:05 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-qAniFZkZ?nzn9fKeHKuMkPyKjaxcG7JTZOI4r_y3moG LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-7=11, 7-8=11, 2-14=-12, 9-13=-12 Horz: 1-2=-17, 2-6=-23, 6-7=-23 Drag: 7-8=0 37) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=14, 2-6=8, 6-7=8, 7-8=-9, 2-14=-20, 9-13=-20 Horz: 1-2=-34, 2-6=-28, 6-7=-28 Drag: 7-8=0 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 6-7=-9, 7-8=-9, 2-14=-20, 9-13=-20 Horz: 1-2=-17, 2-6=-11, 6-7=-11 Drag: 7-8=0 39) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-39, 2-6=-44, 6-7=-76, 7-8=-44, 2-14=-21, 12-13=-35, 12-22=-50, 22-23=-35, 9-23=-50 Horz: 1-2=-26, 2-6=-21, 6-7=11 Drag: 7-8=0 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-49, 2-6=-53, 6-7=-57, 7-8=-44, 2-14=-21, 12-13=-35, 12-22=-50, 22-23=-35, 9-23=-50 Horz: 1-2=-16, 2-6=-12, 6-7=-8 Drag: 7-8=0 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-39, 2-6=-44, 6-7=-44, 7-8=-57, 2-14=-35, 12-13=-35, 12-22=-50, 22-23=-35, 9-23=-50 Horz: 1-2=-26, 2-6=-21, 6-7=-21 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-52, 2-6=-57, 6-7=-57, 7-8=-57, 2-14=-35, 12-13=-35, 12-22=-50, 22-23=-35, 9-23=-50 Horz: 1-2=-13, 2-6=-8, 6-7=-8 43) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 6-7=-28, 7-8=-28, 2-14=4, 9-13=-12 Horz: 1-2=-16, 2-6=16, 6-7=16 Drag: 7-8=-0 44) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-6=4, 6-7=4, 7-8=4, 2-14=4, 9-13=-12 Horz: 1-6=-16, 6-7=-16 Drag: 7-8=0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T07 Truss Type PIGGYBACK BASE Qty 10 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491347 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-IML4TvkBm46enpvqq2QbGcVVb_HZ?Ygdn21eNRy3moF Scale = 1:77.4 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 3x6 5x6 5x10 MT18HS 6x8 3x6 3x6 3x6 4x6 2x4 5x12 3x6 3x8 3x8 3x6 3x6 8-4-38-4-3 15-10-127-6-9 20-9-34-10-7 24-6-23-8-15 33-5-88-11-6 -0-10-8 0-10-8 7-5-7 7-5-7 14-1-5 6-7-14 20-9-3 6-7-14 24-6-2 3-8-15 33-5-8 8-11-6 0-4-07-3-111-0-08-1-1211-0-04.00 12 12.00 12 Plate Offsets (X,Y)-- [7:0-7-12,0-2-8], [8:0-1-8,0-4-0], [12:0-3-8,0-1-8] 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 0.72 0.71 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.40 0.22 0.35 (loc) 9-10 9-10 17 2-15 l/defl >816 >517 n/a >538 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 162 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 8-9,7-10,8-10: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 4-6-5 oc bracing. WEBS 1 Row at midpt 5-15, 5-13, 7-10 REACTIONS. (size)2=0-3-8, 13=0-3-8, 17=0-3-0 Max Horz 2=433(LC 10) Max Uplift 2=-216(LC 6), 13=-464(LC 6), 17=-99(LC 7) Max Grav 2=726(LC 1), 13=1958(LC 2), 17=767(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1099/534, 3-5=-897/551, 5-6=-322/0, 6-7=-482/0, 7-8=-296/55 BOT CHORD 2-15=-895/960, 12-13=-810/422, 10-12=-84/261 WEBS 3-15=-552/246, 5-15=-1134/1160, 5-13=-1938/953, 5-12=-436/1231, 6-12=-685/340, 7-10=-252/282, 8-10=-88/430, 8-17=-773/105 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 4-5-2, Interior(1) 4-5-2 to 20-9-3, Exterior(2R) 20-9-3 to 29-9-12, Interior(1) 29-9-12 to 33-0-4 zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 2=216, 13=464. 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, 16, 17, 18, 19, 20, 25, 26, 39, 40, 41, 42 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 December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T07 Truss Type PIGGYBACK BASE Qty 10 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491347 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:06 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-IML4TvkBm46enpvqq2QbGcVVb_HZ?Ygdn21eNRy3moF 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: 1-6=-65, 6-7=-65, 7-8=-65, 2-21=-35, 9-21=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=65, 2-18=38, 6-18=26, 6-7=35, 7-19=35, 8-19=26, 2-20=65, 13-20=52, 9-13=-12 Horz: 1-2=-77, 2-18=-50, 6-18=-38, 6-7=-47 Drag: 7-19=0, 8-19=0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 2-6=-35, 6-7=-35, 7-8=-35, 2-13=-10, 9-13=-20 Horz: 1-2=-10, 2-6=15, 6-7=15 Drag: 7-8=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=41, 2-6=28, 6-7=-15, 7-8=28, 2-13=7, 9-13=-12 Horz: 1-2=-53, 2-6=-40, 6-7=3 Drag: 7-8=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-6=15, 6-7=11, 7-8=28, 2-13=7, 9-13=-12 Horz: 1-2=-22, 2-6=-27, 6-7=-23 Drag: 7-8=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=14, 2-6=8, 6-7=-34, 7-8=8, 2-13=-1, 9-13=-20 Horz: 1-2=-34, 2-6=-28, 6-7=14 Drag: 7-8=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=2, 2-6=-4, 6-7=-9, 7-8=8, 2-13=-1, 9-13=-20 Horz: 1-2=-22, 2-6=-16, 6-7=-11 Drag: 7-8=0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-7=28, 7-8=11, 2-9=-12 Horz: 1-2=-34, 2-6=-40, 6-7=-40 Drag: 7-8=0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-7=11, 7-8=11, 2-9=-12 Horz: 1-2=-17, 2-6=-23, 6-7=-23 Drag: 7-8=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-7=28, 7-8=11, 2-9=-12 Horz: 1-2=-34, 2-6=-40, 6-7=-40 Drag: 7-8=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-7=11, 7-8=11, 2-9=-12 Horz: 1-2=-17, 2-6=-23, 6-7=-23 Drag: 7-8=0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=14, 2-6=8, 6-7=8, 7-8=-9, 2-9=-20 Horz: 1-2=-34, 2-6=-28, 6-7=-28 Drag: 7-8=0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 6-7=-9, 7-8=-9, 2-9=-20 Horz: 1-2=-17, 2-6=-11, 6-7=-11 Drag: 7-8=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-20, 6-7=-20, 7-8=-20, 2-21=-40, 9-21=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-39, 2-6=-44, 6-7=-76, 7-8=-44, 2-13=-21, 13-21=-35, 9-21=-50 Horz: 1-2=-26, 2-6=-21, 6-7=11 Drag: 7-8=0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T07 Truss Type PIGGYBACK BASE Qty 10 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491347 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:06 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-IML4TvkBm46enpvqq2QbGcVVb_HZ?Ygdn21eNRy3moF LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-49, 2-6=-53, 6-7=-57, 7-8=-44, 2-13=-21, 13-21=-35, 9-21=-50 Horz: 1-2=-16, 2-6=-12, 6-7=-8 Drag: 7-8=0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-39, 2-6=-44, 6-7=-44, 7-8=-57, 2-21=-35, 9-21=-50 Horz: 1-2=-26, 2-6=-21, 6-7=-21 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-52, 2-6=-57, 6-7=-57, 7-8=-57, 2-21=-35, 9-21=-50 Horz: 1-2=-13, 2-6=-8, 6-7=-8 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 6-7=-28, 7-8=-28, 2-13=4, 9-13=-12 Horz: 1-2=-16, 2-6=16, 6-7=16 Drag: 7-8=-0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-6=4, 6-7=4, 7-8=4, 2-13=4, 9-13=-12 Horz: 1-6=-16, 6-7=-16 Drag: 7-8=0 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-65, 6-7=-65, 7-8=-65, 2-21=-35, 9-21=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-20, 6-7=-20, 7-8=-65, 2-21=-35, 9-21=-50 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=65, 2-18=38, 6-18=26, 6-7=35, 7-19=35, 8-19=26, 2-20=65, 13-20=52, 9-13=-12 Horz: 1-2=-77, 2-18=-50, 6-18=-38, 6-7=-47 Drag: 7-19=0, 8-19=0 28) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 2-6=-35, 6-7=-35, 7-8=-35, 2-13=-10, 9-13=-20 Horz: 1-2=-10, 2-6=15, 6-7=15 Drag: 7-8=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=41, 2-6=28, 6-7=-15, 7-8=28, 2-13=7, 9-13=-12 Horz: 1-2=-53, 2-6=-40, 6-7=3 Drag: 7-8=0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-6=15, 6-7=11, 7-8=28, 2-13=7, 9-13=-12 Horz: 1-2=-22, 2-6=-27, 6-7=-23 Drag: 7-8=0 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=14, 2-6=8, 6-7=-34, 7-8=8, 2-13=-1, 9-13=-20 Horz: 1-2=-34, 2-6=-28, 6-7=14 Drag: 7-8=0 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=2, 2-6=-4, 6-7=-9, 7-8=8, 2-13=-1, 9-13=-20 Horz: 1-2=-22, 2-6=-16, 6-7=-11 Drag: 7-8=0 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-7=28, 7-8=11, 2-9=-12 Horz: 1-2=-34, 2-6=-40, 6-7=-40 Drag: 7-8=0 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-7=11, 7-8=11, 2-9=-12 Horz: 1-2=-17, 2-6=-23, 6-7=-23 Drag: 7-8=0 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-7=28, 7-8=11, 2-9=-12 Horz: 1-2=-34, 2-6=-40, 6-7=-40 Drag: 7-8=0 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T07 Truss Type PIGGYBACK BASE Qty 10 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491347 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:06 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-IML4TvkBm46enpvqq2QbGcVVb_HZ?Ygdn21eNRy3moF LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-7=11, 7-8=11, 2-9=-12 Horz: 1-2=-17, 2-6=-23, 6-7=-23 Drag: 7-8=0 37) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=14, 2-6=8, 6-7=8, 7-8=-9, 2-9=-20 Horz: 1-2=-34, 2-6=-28, 6-7=-28 Drag: 7-8=0 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 6-7=-9, 7-8=-9, 2-9=-20 Horz: 1-2=-17, 2-6=-11, 6-7=-11 Drag: 7-8=0 39) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-39, 2-6=-44, 6-7=-76, 7-8=-44, 2-13=-21, 13-21=-35, 9-21=-50 Horz: 1-2=-26, 2-6=-21, 6-7=11 Drag: 7-8=0 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-49, 2-6=-53, 6-7=-57, 7-8=-44, 2-13=-21, 13-21=-35, 9-21=-50 Horz: 1-2=-16, 2-6=-12, 6-7=-8 Drag: 7-8=0 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-39, 2-6=-44, 6-7=-44, 7-8=-57, 2-21=-35, 9-21=-50 Horz: 1-2=-26, 2-6=-21, 6-7=-21 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-52, 2-6=-57, 6-7=-57, 7-8=-57, 2-21=-35, 9-21=-50 Horz: 1-2=-13, 2-6=-8, 6-7=-8 43) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 6-7=-28, 7-8=-28, 2-13=4, 9-13=-12 Horz: 1-2=-16, 2-6=16, 6-7=16 Drag: 7-8=-0 44) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-6=4, 6-7=4, 7-8=4, 2-13=4, 9-13=-12 Horz: 1-6=-16, 6-7=-16 Drag: 7-8=0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491348 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-mYvSgFlqWOEVPzU0Olxqpq2fAOewk4nm0inBwty3moE Scale: 3/16"=1' 1 2 3 4 9 8 7 6 5 10 11 12 13 5x6 6x6 6x8 3x6 2x4 3x6 3x6 3x8 4x6 3x6 5-0-35-0-3 8-9-23-8-15 17-8-88-11-6 5-0-3 5-0-3 8-9-2 3-8-15 17-8-8 8-11-6 5-7-07-3-111-0-08-1-1211-0-04.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-2-8,Edge], [4:0-1-8,0-4-0] 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 0.80 0.70 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.40 0.26 0.02 (loc) 5-6 5-6 11 6 l/defl >814 >517 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 114 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5,3-6,4-6: 2x4 SPF No.2 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 9-10-12 oc bracing. WEBS 1 Row at midpt 3-6, 4-6 REACTIONS. (size)9=0-3-8, 11=0-3-0 Max Horz 9=212(LC 10) Max Uplift 9=-24(LC 6), 11=-158(LC 7) Max Grav 9=885(LC 2), 11=907(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-527/96, 2-3=-634/177, 3-4=-399/219, 1-9=-822/170 BOT CHORD 8-9=-302/92, 6-8=-337/461 WEBS 2-8=-422/77, 4-6=-339/584, 1-8=-50/661, 4-11=-914/352 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-0-3, Exterior(2R) 5-0-3 to 14-0-12, Interior(1) 14-0-12 to 17-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 11=158. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26, 39, 40, 41, 42 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) 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: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491348 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:08 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-ElTqtbmSHiMM073CyTS3L1aqwn_9TX1wFMWkSJy3moD LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-65, 2-3=-65, 3-4=-65, 9-13=-35, 5-13=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=47, 2-3=43, 3-12=43, 4-12=26, 5-9=-12 Horz: 1-2=-59, 2-3=-55 Drag: 3-12=0, 4-12=0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-35, 2-3=-35, 3-4=-35, 5-9=-20 Horz: 1-2=15, 2-3=15 Drag: 3-4=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=28, 2-3=-15, 3-4=28, 5-9=-12 Horz: 1-2=-40, 2-3=3 Drag: 3-4=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=15, 2-3=11, 3-4=28, 5-9=-12 Horz: 1-2=-27, 2-3=-23 Drag: 3-4=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=8, 2-3=-34, 3-4=8, 5-9=-20 Horz: 1-2=-28, 2-3=14 Drag: 3-4=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-4, 2-3=-9, 3-4=8, 5-9=-20 Horz: 1-2=-16, 2-3=-11 Drag: 3-4=0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-4=11, 5-9=-12 Horz: 1-2=-40, 2-3=-40 Drag: 3-4=0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-4=11, 5-9=-12 Horz: 1-2=-23, 2-3=-23 Drag: 3-4=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-4=11, 5-9=-12 Horz: 1-2=-40, 2-3=-40 Drag: 3-4=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-4=11, 5-9=-12 Horz: 1-2=-23, 2-3=-23 Drag: 3-4=0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=8, 2-3=8, 3-4=-9, 5-9=-20 Horz: 1-2=-28, 2-3=-28 Drag: 3-4=0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-9, 2-3=-9, 3-4=-9, 5-9=-20 Horz: 1-2=-11, 2-3=-11 Drag: 3-4=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-4=-20, 9-13=-40, 5-13=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-44, 2-3=-76, 3-4=-44, 9-13=-35, 5-13=-50 Horz: 1-2=-21, 2-3=11 Drag: 3-4=0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491348 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:08 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-ElTqtbmSHiMM073CyTS3L1aqwn_9TX1wFMWkSJy3moD LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-53, 2-3=-57, 3-4=-44, 9-13=-35, 5-13=-50 Horz: 1-2=-12, 2-3=-8 Drag: 3-4=0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-44, 2-3=-44, 3-4=-57, 9-13=-35, 5-13=-50 Horz: 1-2=-21, 2-3=-21 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-57, 2-3=-57, 3-4=-57, 9-13=-35, 5-13=-50 Horz: 1-2=-8, 2-3=-8 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-4=-28, 5-9=-12 Horz: 1-2=16, 2-3=16 Drag: 3-4=-0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-4=4, 5-9=-12 Horz: 1-2=-16, 2-3=-16 Drag: 3-4=0 25) 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, 2-3=-65, 3-4=-65, 9-13=-35, 5-13=-50 26) 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, 2-3=-20, 3-4=-65, 9-13=-35, 5-13=-50 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=47, 2-3=43, 3-12=43, 4-12=26, 5-9=-12 Horz: 1-2=-59, 2-3=-55 Drag: 3-12=0, 4-12=0 28) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-35, 2-3=-35, 3-4=-35, 5-9=-20 Horz: 1-2=15, 2-3=15 Drag: 3-4=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=28, 2-3=-15, 3-4=28, 5-9=-12 Horz: 1-2=-40, 2-3=3 Drag: 3-4=0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=15, 2-3=11, 3-4=28, 5-9=-12 Horz: 1-2=-27, 2-3=-23 Drag: 3-4=0 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=8, 2-3=-34, 3-4=8, 5-9=-20 Horz: 1-2=-28, 2-3=14 Drag: 3-4=0 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-4, 2-3=-9, 3-4=8, 5-9=-20 Horz: 1-2=-16, 2-3=-11 Drag: 3-4=0 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-4=11, 5-9=-12 Horz: 1-2=-40, 2-3=-40 Drag: 3-4=0 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-4=11, 5-9=-12 Horz: 1-2=-23, 2-3=-23 Drag: 3-4=0 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-4=11, 5-9=-12 Horz: 1-2=-40, 2-3=-40 Drag: 3-4=0 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491348 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:08 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-ElTqtbmSHiMM073CyTS3L1aqwn_9TX1wFMWkSJy3moD LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-4=11, 5-9=-12 Horz: 1-2=-23, 2-3=-23 Drag: 3-4=0 37) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=8, 2-3=8, 3-4=-9, 5-9=-20 Horz: 1-2=-28, 2-3=-28 Drag: 3-4=0 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-9, 2-3=-9, 3-4=-9, 5-9=-20 Horz: 1-2=-11, 2-3=-11 Drag: 3-4=0 39) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-44, 2-3=-76, 3-4=-44, 9-13=-35, 5-13=-50 Horz: 1-2=-21, 2-3=11 Drag: 3-4=0 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-53, 2-3=-57, 3-4=-44, 9-13=-35, 5-13=-50 Horz: 1-2=-12, 2-3=-8 Drag: 3-4=0 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-44, 2-3=-44, 3-4=-57, 9-13=-35, 5-13=-50 Horz: 1-2=-21, 2-3=-21 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-57, 2-3=-57, 3-4=-57, 9-13=-35, 5-13=-50 Horz: 1-2=-8, 2-3=-8 43) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-4=-28, 5-9=-12 Horz: 1-2=16, 2-3=16 Drag: 3-4=-0 44) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-4=4, 5-9=-12 Horz: 1-2=-16, 2-3=-16 Drag: 3-4=0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T09 Truss Type Piggyback Base Qty 6 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491349 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-ix0D5xn42?UCeGePWAzIuF75LBFJC?K3T0GI_my3moC Scale = 1:67.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10151617181920 4x6 4x6 3x6 3x8 3x6 3x4 3x8 3x6 3x4 3x6 3x6 3x4 6-9-36-9-3 16-9-1310-0-11 23-7-06-9-3 -1-2-8 1-2-8 2-6-0 2-6-0 6-9-3 4-3-3 11-9-8 5-0-5 16-9-13 5-0-5 21-1-0 4-3-3 23-7-0 2-6-0 24-9-8 1-2-8 4-1-512-0-04-1-512-0-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [6:0-3-2,0-2-0] 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 0.43 0.90 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.51 0.02 0.01 (loc) 11-13 11-13 10 11-13 l/defl >829 >547 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 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* 4-13,5-13,5-11,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 5-11, 3-14, 7-10 REACTIONS. (size)14=0-3-8, 10=0-3-8 Max Horz 14=-396(LC 8) Max Uplift 14=-76(LC 10), 10=-76(LC 11) Max Grav 14=1338(LC 2), 10=1338(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-938/281, 4-5=-544/252, 5-6=-544/252, 6-7=-938/281, 2-14=-262/212, 8-10=-262/212 BOT CHORD 13-14=-280/568, 11-13=-182/656, 10-11=-50/389 WEBS 3-13=-92/370, 4-13=-98/367, 5-13=-308/210, 5-11=-308/210, 6-11=-98/367, 7-11=-92/370, 3-14=-1131/67, 7-10=-1131/67 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 19-5-14, Exterior(2E) 19-5-14 to 24-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T10 Truss Type COMMON Qty 8 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491350 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-B7abIHoipJc3GQDb3uUXQSfE_bgSxLsCig?rWCy3moB Scale = 1:93.9 1 2 3 4 5 6 11 10 9 8 7 12 13 14 2x4 6x6 3x6 3x8 3x6 2x4 2x4 3x6 3x6 3x6 4x8 9-8-7 9-8-7 14-5-12 4-9-5 14-7-8 0-1-12 16-5-8 1-10-0 3-2-13 3-2-13 9-8-7 6-5-9 14-5-12 4-9-5 16-5-8 1-11-12 11-6-1014-9-81-6-1312.00 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 0.57 0.59 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.58 0.00 0.02 (loc) 9-11 9-11 8 9-11 l/defl >452 >297 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 111 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 2-9,1-11,2-11: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 1-11, 2-11 REACTIONS. (size)11=0-3-8, 8=0-3-8 Max Horz 11=-452(LC 11) Max Uplift 11=-289(LC 11) Max Grav 11=899(LC 18), 8=962(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-754/334, 4-5=-629/14 BOT CHORD 9-11=-137/385 WEBS 2-9=-484/797, 4-9=-559/439, 2-11=-670/329, 5-8=-919/0, 5-9=0/556 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-2-13, Exterior(2R) 3-2-13 to 8-6-7, Interior(1) 8-6-7 to 11-0-2, Exterior(2E) 11-0-2 to 16-3-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) except (jt=lb) 11=289. 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T11 Truss Type COMMON Qty 15 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491351 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-B7abIHoipJc3GQDb3uUXQSfCXbb2xJkCig?rWCy3moB Scale = 1:93.9 1 2 3 4 5 9 8 7 6 10 11 12 2x4 5x6 3x6 3x8 3x6 4x8 2x4 2x4 6x8 9-8-79-8-7 16-5-86-9-1 3-2-13 3-2-13 9-8-7 6-5-9 16-5-8 6-9-1 11-6-1014-9-81-6-1312.00 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 0.66 0.93 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.49 -0.74 0.00 0.03 (loc) 7-9 7-9 6 7-9 l/defl >395 >263 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 108 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-7,5-6,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-7, 1-9, 2-9 REACTIONS. (size)9=0-3-8, 6=0-3-8 Max Horz 9=-433(LC 11) Max Uplift 9=-279(LC 11) Max Grav 9=1006(LC 18), 6=854(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-962/338, 4-5=-877/0, 5-6=-790/0 BOT CHORD 7-9=-170/370 WEBS 2-7=-484/1082, 4-7=-648/510, 2-9=-768/314, 5-7=0/509 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-2-13, Exterior(2R) 3-2-13 to 8-6-7, Interior(1) 8-6-7 to 11-0-2, Exterior(2E) 11-0-2 to 16-3-12 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) except (jt=lb) 9=279. 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T12 Truss Type COMMON Qty 3 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491352 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-fK8zWdoKadkwtaondb?mzgCNB?xHgmXMxKlP3ey3moA Scale = 1:93.9 1 2 3 4 56 10 9 8 7 11 12 13 2x4 5x6 3x6 3x8 3x6 4x8 2x4 2x4 6x8 12-8-159-8-7 9-8-7 16-5-8 6-9-1 3-2-13 3-2-13 9-8-7 6-5-9 16-5-8 6-9-1 17-4-0 0-10-8 11-6-1014-9-81-6-1312.00 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 0.67 0.93 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.49 -0.74 0.01 0.03 (loc) 8-10 8-10 7 8-10 l/defl >395 >263 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-8,5-7,5-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-8, 1-10, 2-10 REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=-468(LC 11) Max Uplift 10=-280(LC 11) Max Grav 10=1004(LC 18), 7=909(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-951/334, 4-5=-877/0, 5-7=-845/0 BOT CHORD 8-10=-175/421 WEBS 2-8=-480/1069, 4-8=-625/494, 2-10=-768/317, 5-8=-3/516 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-2-13, Exterior(2R) 3-2-13 to 8-6-7, Interior(1) 8-6-7 to 12-0-6, Exterior(2E) 12-0-6 to 17-4-0 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) except (jt=lb) 10=280. 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T13 Truss Type Roof Special Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491353 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-biGjxJqa6E_e7uyAl02E25HjaonS8lzfOeEV7Xy3mo8 Scale = 1:93.9 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 3x6 4x6 3x6 2x4 3x6 6x16 2x4 2x4 3x4 4x8 3x6 6x8 4x6 8x10 1-3-81-3-8 4-4-83-1-0 9-8-75-3-15 16-5-86-9-1 1-3-8 1-3-8 3-2-13 1-11-5 4-4-8 1-1-11 9-8-7 5-3-15 16-5-8 6-9-1 11-6-1014-9-81-6-132-0-012.00 12 Plate Offsets (X,Y)-- [7:0-3-8,Edge], [11:0-3-0,0-3-0], [12:0-10-0,0-5-8] 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 0.67 0.31 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.05 -0.01 (loc) 8-9 8-9 8 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 154 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* 2-11,3-11,1-14,1-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. 1 Row at midpt 2-12, 4-11 WEBS 1 Row at midpt 1-14 REACTIONS. (size)8=Mechanical, 14=0-3-8 Max Horz 14=-452(LC 11) Max Uplift 14=-280(LC 11) Max Grav 8=808(LC 1), 14=810(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-319/114, 3-4=-393/179, 4-6=-514/68, 6-7=-796/0, 1-14=-860/0, 7-8=-746/0 BOT CHORD 2-12=-638/355, 11-12=-219/508, 4-11=-275/233 WEBS 2-11=-222/502, 3-11=-183/340, 9-11=0/465, 6-11=-396/355, 7-9=0/378, 12-14=-467/919, 1-12=0/711 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-2-13, Exterior(2R) 3-2-13 to 8-6-7, Interior(1) 8-6-7 to 11-0-2, Exterior(2E) 11-0-2 to 16-3-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=280. 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T14 Truss Type COMMON Qty 6 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491354 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-biGjxJqa6E_e7uyAl02E25HpPohm8oxfOeEV7Xy3mo8 Scale = 1:68.2 1 2 3 4 5 67 9 81011 12 13 4x6 3x8 3x6 3x8 2x4 2x4 3x8 8-5-08-5-0 16-10-08-5-0 -1-2-8 1-2-8 4-2-14 4-2-14 8-5-0 4-2-2 12-7-2 4-2-2 16-10-0 4-2-14 18-0-8 1-2-8 0-8-110-5-140-8-114.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-11], [4:Edge,0-1-14], [6:Edge,0-0-11] 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 0.30 0.68 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.25 0.01 -0.02 (loc) 6-8 6-8 6 6-8 l/defl >999 >801 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 79 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 WEDGE Left: 2x6 SPF No.2 , Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=-300(LC 8) Max Uplift 2=-83(LC 11), 6=-83(LC 10) Max Grav 2=963(LC 18), 6=963(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-914/147, 3-4=-750/220, 4-5=-749/220, 5-6=-914/147 BOT CHORD 2-8=-109/663, 6-8=-3/560 WEBS 4-8=-218/663, 5-8=-291/255, 3-8=-291/255 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-11, Exterior(2R) 4-1-11 to 12-8-5, Exterior(2E) 12-8-5 to 18-0-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 2, 6. 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss T15 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491355 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-3vq68erDtY6Vk2XMIjZTbIqy3CzRtFZodIz3fzy3mo7 Scale = 1:67.7 1 2 3 4 5 6 7 8 13 12 11 10 9141516171819 4x6 4x6 2x4 3x6 3x8 3x6 3x4 3x8 3x6 3x4 3x6 3x6 6-9-36-9-3 16-9-1310-0-11 23-4-06-6-3 -1-2-8 1-2-8 2-6-0 2-6-0 6-9-3 4-3-3 11-9-8 5-0-5 16-9-13 5-0-5 21-1-0 4-3-3 23-4-0 2-3-0 4-1-512-0-04-4-1312-0-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [6:0-3-2,0-2-0] 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 0.43 0.90 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.52 0.02 0.01 (loc) 10-12 10-12 9 10-12 l/defl >813 >536 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 154 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* 4-12,5-12,5-10,6-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 5-10, 3-13, 7-9 REACTIONS. (size)13=0-3-8, 9=Mechanical Max Horz 13=383(LC 7) Max Uplift 13=-72(LC 10), 9=-51(LC 11) Max Grav 13=1327(LC 2), 9=1234(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-928/275, 4-5=-537/249, 5-6=-528/243, 6-7=-915/267, 2-13=-262/212 BOT CHORD 12-13=-297/545, 10-12=-198/627, 9-10=-59/347 WEBS 3-12=-92/367, 4-12=-93/360, 5-12=-298/207, 5-10=-317/213, 6-10=-88/351, 7-10=-100/376, 3-13=-1120/64, 7-9=-1145/108 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 17-10-10, Exterior(2E) 17-10-10 to 23-2-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 13, 9. 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 McKenzie 98 Westvale Job Reference (optional) I49491356 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-?HxsZKsTP9MD_LglQ8bxgjvAY0iAL8q54cS9ksy3mo5 Scale = 1:70.5 1 2 3 4 5 8 7 691011121314 3x4 4x6 3x4 10x10 4x8 4x8 8x8 8x8 7-10-07-10-0 15-8-07-10-0 3-0-0 3-0-0 7-10-0 4-10-0 12-8-0 4-10-0 15-8-0 3-0-0 2-1-1511-3-92-1-1514.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-2-1], [4:0-3-6,0-2-1] 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 0.95 0.69 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.21 0.01 0.05 (loc) 6-7 6-7 6 6-7 l/defl >999 >881 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 207 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* 3-7: 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)8=0-3-8, 6=0-3-8 Max Horz 8=-310(LC 25) Max Grav 8=3781(LC 2), 6=3902(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-509/0, 2-3=-2825/0, 3-4=-2825/0, 4-5=-519/67, 1-8=-429/0, 5-6=-436/43 BOT CHORD 7-8=0/1493, 6-7=0/1494 WEBS 3-7=0/3779, 4-7=-88/474, 2-7=-103/476, 2-8=-2545/0, 4-6=-2535/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) This truss 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) 907 lb down at 1-11-12, 907 lb down at 3-11-12, 907 lb down at 5-11-12, 907 lb down at 7-11-12, 907 lb down at 9-11-12, and 920 lb down and 38 lb up at 11-11-12, and 920 lb down and 38 lb up at 13-11-12 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: 1-3=-80, 3-5=-80, 6-8=-20 Continued on page 2 December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 McKenzie 98 Westvale Job Reference (optional) I49491356 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:16 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-?HxsZKsTP9MD_LglQ8bxgjvAY0iAL8q54cS9ksy3mo5 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-852(B) 9=-852(B) 10=-852(B) 11=-852(B) 12=-852(B) 13=-852(B) 14=-852(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 McKenzie 98 Westvale Job Reference (optional) I49491357 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-yg3c_0ujxmcxDfq7XZdPl8?a7pMEp1_OYvxGoky3mo3 Scale = 1:76.7 1 2 3 4 5 9 8 7 6101112131415 3x4 4x6 3x4 4x8 10x10 4x8 4x8 8x14 MT18HS 8x14 MT18HS 8-5-08-5-0 16-10-08-5-0 3-0-0 3-0-0 8-5-0 5-5-0 13-10-0 5-5-0 16-10-0 3-0-0 2-1-1511-11-122-1-1514.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-2-0], [4:0-3-7,0-2-0] 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 0.69 0.78 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.26 0.01 0.07 (loc) 7-9 7-9 6 6-7 l/defl >999 >750 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 220 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-7,1-9,5-6: 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)9=0-3-8, 6=0-3-8 Max Horz 9=-328(LC 4) Max Grav 9=4695(LC 2), 6=3999(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-680/0, 2-3=-3079/0, 3-4=-3079/0, 4-5=-645/62, 1-9=-555/0, 5-6=-528/37 BOT CHORD 7-9=0/1637, 6-7=0/1632 WEBS 3-7=0/4105, 4-7=-99/484, 2-7=-122/477, 2-9=-2606/0, 4-6=-2646/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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. 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) 912 lb down at 0-7-4, 907 lb down at 2-7-4, 907 lb down at 4-7-4, 907 lb down at 6-7-4, 907 lb down at 8-7-4, 907 lb down at 10-7-4, and 920 lb down and 38 lb up at 12-7-4, and 920 lb down and 38 lb up at 14-7-4 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: 1-3=-80, 3-5=-80, 6-9=-20 Continued on page 2 December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 McKenzie 98 Westvale Job Reference (optional) I49491357 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:18 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-yg3c_0ujxmcxDfq7XZdPl8?a7pMEp1_OYvxGoky3mo3 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-852(F) 7=-852(F) 10=-857(F) 11=-852(F) 12=-852(F) 13=-852(F) 14=-852(F) 15=-852(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss TG03 Truss Type Piggyback Base Girder Qty 1 Ply 2 McKenzie 98 Westvale Job Reference (optional) I49491358 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-Qsd?BMvLi4korpPK5H9eIMXi0DpCYOuXnZhqLAy3mo2 Scale = 1:67.3 1 2 3 4 5 10 9 8 7 611121314151617 6x8 4x6 6x6 3x8 MT18HS 4x6 4x10 8x10 12x12 6x8 6x16 4-11-24-11-2 9-6-124-7-10 14-1-44-6-8 15-3-01-1-12 4-11-2 4-11-2 9-6-12 4-7-10 14-1-4 4-6-8 15-3-0 1-1-12 1-11-411-6-010-4-411-6-012.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [3:0-6-4,0-1-12], [4:0-4-4,0-1-12], [6:Edge,0-3-8], [8:0-3-8,0-6-0], [9:0-3-8,0-5-12] 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 0.87 0.35 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.15 0.01 0.05 (loc) 8-9 8-9 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 297 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-S Stud *Except* 3-8,4-7,5-7: 2x4 SPF No.2, 3-7,5-6: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7, 5-6 REACTIONS. (size)10=0-3-8, 6=0-3-8 Max Horz 10=332(LC 8) Max Uplift 6=-481(LC 8) Max Grav 10=7122(LC 2), 6=6534(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5021/0, 2-3=-3167/100, 3-4=-542/70, 4-5=-854/80, 1-10=-4700/0, 5-6=-5138/384 BOT CHORD 9-10=-342/328, 8-9=0/3473, 7-8=-114/2237 WEBS 2-9=0/2796, 2-8=-2191/0, 3-8=-163/6106, 3-7=-4576/204, 4-7=-132/530, 1-9=0/3430, 5-7=-322/4496 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 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 C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=481. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1212 lb down and 64 lb up at 0-1-12, 1643 lb down at 2-0-4, 1643 lb down at 4-0-4, 1223 lb down at 6-0-4, 1600 lb down and 224 lb up at 8-0-4, 1600 lb down and 224 lb up at 10-0-4, and 1600 lb down and 224 lb up at 12-0-4, and 1600 lb down and 224 lb up at 14-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss TG03 Truss Type Piggyback Base Girder Qty 1 Ply 2 McKenzie 98 Westvale Job Reference (optional) I49491358 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:19 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-Qsd?BMvLi4korpPK5H9eIMXi0DpCYOuXnZhqLAy3mo2 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 3-4=-80, 4-5=-80, 6-10=-20 Concentrated Loads (lb) Vert: 10=-1136(B) 7=-1429(B) 11=-1424(B) 12=-1424(B) 13=-1214(B) 14=-1429(B) 15=-1429(B) 16=-1429(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss TG04 Truss Type Common Girder Qty 1 Ply 2 McKenzie 98 Westvale Job Reference (optional) I49491359 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-u2BNPivzTNsfTz_Wf_gtqZ4_kd2xHxJh?DQNtdy3mo1 Scale = 1:67.3 1 2 3 4 5 7 6891011 12 13 14 4x8 4x6 10x10 2x4 2x4 3x12 6x6 8-5-08-5-0 16-10-08-5-0 4-3-11 4-3-11 8-5-0 4-1-5 12-6-5 4-1-5 16-10-0 4-3-11 0-8-110-5-140-8-114.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge], [3:Edge,0-2-0], [5:0-1-7,0-2-7] 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 0.42 0.77 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.28 0.01 -0.01 (loc) 1-6 1-6 5 1-6 l/defl >999 >722 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 187 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* 3-6: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 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=0-3-8, 5=0-3-8 Max Horz 1=-268(LC 25) Max Grav 1=4242(LC 1), 5=3723(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3439/0, 2-3=-3240/0, 3-4=-3240/0, 4-5=-3439/0 BOT CHORD 1-6=0/2112, 5-6=0/2110 WEBS 3-6=0/4410, 4-6=-255/289, 2-6=-255/288 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 0-8-0 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 C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) This truss 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) 819 lb down at 0-8-12, 815 lb down at 2-8-12, 815 lb down at 4-8-12, 815 lb down at 6-8-12, 815 lb down at 8-8-12, 788 lb down at 10-8-12, and 815 lb down at 12-8-12, and 815 lb down at 14-8-12 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 Continued on page 2 December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss TG04 Truss Type Common Girder Qty 1 Ply 2 McKenzie 98 Westvale Job Reference (optional) I49491359 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:20 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-u2BNPivzTNsfTz_Wf_gtqZ4_kd2xHxJh?DQNtdy3mo1 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-80, 3-5=-80, 1-5=-20 Concentrated Loads (lb) Vert: 7=-788(B) 8=-793(B) 9=-788(B) 10=-788(B) 11=-788(B) 12=-788(B) 13=-788(B) 14=-788(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V01 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491360 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-MFllc2wcDh_W47ZiDiB6Nnd6u1Yi0VJqEtAwP3y3mo0 Scale = 1:34.3 1 2 3 43x4 4x6 3x4 2x4 0-0-30-0-3 8-9-38-9-0 4-4-10 4-4-10 8-9-3 4-4-10 0-0-45-1-60-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] 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 0.59 0.16 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: 27 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=8-8-12, 3=8-8-12, 4=8-8-12 Max Horz 1=127(LC 7) Max Uplift 1=-40(LC 11), 3=-31(LC 10), 4=-11(LC 10) Max Grav 1=242(LC 1), 3=242(LC 1), 4=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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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, 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V02 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491361 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-qRJ7pNxE_?7MiG8vmPiLw_9L3Runlzl_TXvUxVy3mo? Scale = 1:21.8 1 2 3 42x4 4x6 2x4 2x4 0-0-30-0-3 5-4-15-3-13 2-8-0 2-8-0 5-4-1 2-8-0 0-0-43-1-60-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] 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 0.11 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 5-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-3-10, 3=5-3-10, 4=5-3-10 Max Horz 1=-73(LC 6) Max Uplift 1=-35(LC 11), 3=-28(LC 10) Max Grav 1=150(LC 1), 3=150(LC 1), 4=170(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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V03 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491362 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-qRJ7pNxE_?7MiG8vmPiLw_9PWRvwlzG_TXvUxVy3mo? Scale = 1:8.4 1 2 3 2x4 3x4 2x4 1-10-111-10-11 1-10-140-0-3 0-11-7 0-11-7 1-10-14 0-11-7 0-0-41-1-60-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-1] 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 0.03 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: 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 1-10-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-10-8, 3=1-10-8 Max Horz 1=20(LC 7) Max Uplift 1=-6(LC 11), 3=-6(LC 10) Max Grav 1=64(LC 1), 3=64(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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V04 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491363 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-IdtV1jyslIFDKQj5K6DaSCiXsqDBUO27hBf1Uyy3mo_ Scale = 1:45.1 1 2 3 4 5 8 7 69103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-30-0-3 11-11-1511-11-12 6-0-0 6-0-0 11-11-15 6-0-0 0-0-46-11-150-0-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] 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 0.16 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: 43 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.All bearings 11-11-8. (lb) - Max Horz 1=-177(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-270(LC 10), 6=-269(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=343(LC 20), 8=477(LC 17), 6=477(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-370/314, 4-6=-370/314 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 5-7-6, Exterior(2R) 5-7-6 to 6-4-9, Exterior(2E) 6-4-9 to 11-8-2 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=270, 6=269. 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V05 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491364 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-mqQuE3yUWcN4xaHHuqkp?PFddEZWDsAGwrOb?Oy3mnz Scale = 1:33.6 1 2 3 43x4 4x6 3x4 2x4 0-0-30-0-3 8-6-138-6-9 4-3-6 4-3-6 8-6-13 4-3-6 0-0-44-11-150-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] 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 0.56 0.15 0.10 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=8-6-6, 3=8-6-6, 4=8-6-6 Max Horz 1=-124(LC 6) Max Uplift 1=-39(LC 11), 3=-30(LC 10), 4=-11(LC 10) Max Grav 1=236(LC 1), 3=236(LC 1), 4=321(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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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, 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V06 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491365 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-mqQuE3yUWcN4xaHHuqkp?PFh_EaODtHGwrOb?Oy3mnz Scale = 1:21.0 1 2 3 42x4 4x6 2x4 2x4 0-0-30-0-3 5-1-105-1-7 2-6-13 2-6-13 5-1-10 2-6-13 0-0-42-11-150-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] 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 0.28 0.10 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 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 5-1-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-1-4, 3=5-1-4, 4=5-1-4 Max Horz 1=-70(LC 6) Max Uplift 1=-33(LC 11), 3=-27(LC 10) Max Grav 1=144(LC 1), 3=144(LC 1), 4=163(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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V07 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491366 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-E0_GSPz6HwVxZksUSXF2Xdnt8ewIyGdQ9V88Xqy3mny Scale = 1:47.0 1 2 3 4 7 6 5 8 92x4 4x6 2x4 2x4 2x4 2x4 2x4 9-4-89-4-8 7-1-8 7-1-8 9-4-8 2-3-0 0-0-47-1-84-10-812.00 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 0.25 0.12 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-4-4. (lb) - Max Horz 1=223(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-234(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=411(LC 17), 7=513(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-287/198 WEBS 3-6=-254/85, 2-7=-355/351 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-7-13, Exterior(2R) 5-7-13 to 7-1-8, Exterior(2E) 7-1-8 to 9-2-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=234. 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V08 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491367 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-jCYefl_k2DdoBuRg?FnH4qKwK2DlhloZO9th4Gy3mnx Scale: 3/8"=1' 1 2 3 5 43x4 4x6 2x4 2x4 2x4 7-0-87-0-8 4-9-8 4-9-8 7-0-8 2-3-0 0-0-44-9-82-6-812.00 12 Plate Offsets (X,Y)-- [1:0-1-2,0-1-8] 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 0.74 0.30 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 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 6-0-0 oc bracing. REACTIONS. (size)1=7-0-4, 4=7-0-4, 5=7-0-4 Max Horz 1=130(LC 10) Max Uplift 1=-28(LC 11), 4=-54(LC 11), 5=-90(LC 10) Max Grav 1=196(LC 1), 4=86(LC 24), 5=434(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-317/134 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 C; Enclosed; 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=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V09 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491368 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-jCYefl_k2DdoBuRg?FnH4qK1U2G2hnnZO9th4Gy3mnx Scale = 1:15.1 1 2 3 4 2x4 4x6 2x4 2x4 4-10-124-10-12 4-11-00-0-4 2-5-8 2-5-8 4-11-0 2-5-8 0-0-42-5-80-0-412.00 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 0.28 0.08 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 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 4-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-10-8, 3=4-10-8, 4=4-10-8 Max Horz 1=-54(LC 6) Max Uplift 1=-27(LC 11), 3=-27(LC 11) Max Grav 1=129(LC 1), 3=129(LC 1), 4=163(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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V10 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491369 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-BP60t5?MpXlfo20sZyIWd2t5?SaWQCCjcpdFcjy3mnw Scale = 1:37.5 1 2 3 43x4 5x6 3x4 2x4 9-7-149-7-14 9-8-10-0-3 4-10-1 4-10-1 9-8-1 4-10-1 0-0-45-7-110-0-414.00 12 Plate Offsets (X,Y)-- [1:0-0-15,0-1-8], [2:Edge,0-2-8], [3:0-0-11,0-1-8] 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 0.74 0.20 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 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=9-7-10, 3=9-7-10, 4=9-7-10 Max Horz 1=141(LC 9) Max Uplift 1=-44(LC 11), 3=-34(LC 10), 4=-12(LC 10) Max Grav 1=269(LC 1), 3=269(LC 1), 4=366(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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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, 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V11 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491370 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-fbgO4R0?artWQBb27gpl9FPNzrwU9h1srTMo89y3mnv Scale = 1:25.0 1 2 3 42x4 4x6 2x4 2x4 6-2-126-2-12 6-2-150-0-3 3-1-8 3-1-8 6-2-15 3-1-8 0-0-43-7-110-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] 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 0.28 0.15 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 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=6-2-8, 3=6-2-8, 4=6-2-8 Max Horz 1=-87(LC 6) Max Uplift 1=-31(LC 11), 3=-22(LC 10), 4=-5(LC 10) Max Grav 1=166(LC 1), 3=166(LC 1), 4=229(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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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, 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V12 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491371 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-fbgO4R0?artWQBb27gpl9FPRPrxH9hlsrTMo89y3mnv Scale = 1:11.1 1 2 3 2x4 3x4 2x4 2-9-92-9-9 2-9-130-0-3 1-4-14 1-4-14 2-9-13 1-4-14 0-0-41-7-110-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-1] 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 0.06 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 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 2-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-9-6, 3=2-9-6 Max Horz 1=-34(LC 8) Max Uplift 1=-10(LC 11), 3=-10(LC 10) Max Grav 1=109(LC 1), 3=109(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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V13 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491372 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-7nEnHn0dL8?N2LAFhNK_iTyVyFFLu6p?476Lgby3mnu Scale = 1:30.3 1 2 3 4 7 6 5 8 9 2x4 2x4 2x4 2x4 2x4 2x4 4x6 3x8 13-4-0 13-4-0 0-7-05-0-54.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-14], [1:0-3-5,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 0.46 0.24 0.14 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: 41 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 WEDGE Left: 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 13-4-0. (lb) - Max Horz 1=187(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 7=-124(LC 6) Max Grav All reactions 250 lb or less at joint(s) 5, 1 except 6=395(LC 2), 7=553(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-252/92 WEBS 3-6=-308/216, 2-7=-427/296 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 5-4-0, Interior(1) 5-4-0 to 7-10-10, Exterior(2E) 7-10-10 to 13-2-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 7=124. 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V14 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491373 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Dec 31 16:06:27 2021 Page 1 Builders Firstsource, Mooresville, Indiana 46158, Mitek ID:IgSnDWqc1J05LlOkhU3AUZy3py1-HdUOJ4koSlsokMyl7oFi4cI484NtiR7Kfvr8HIy3OmQ Scale = 1:16.5 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 4-9-8 4-9-8 8-1-0 3-3-8 0-0-42-8-54.00 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 0.25 0.11 0.15 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 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 10-0-0 oc bracing. REACTIONS.(lb/size)1=155/8-0-4, 4=111/8-0-4, 5=433/8-0-4 Max Horz 1=94(LC 6) Max Uplift 4=-23(LC 6), 5=-88(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-338/316 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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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 23 lb uplift at joint 4 and 88 lb uplift at joint 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. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 1-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-65, 1-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 1-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=67, 1-4=-12 Horz: 1-3=-79 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 2 December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V14 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491373 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Dec 31 16:06:28 2021 Page 2 Builders Firstsource, Mooresville, Indiana 46158, Mitek ID:IgSnDWqc1J05LlOkhU3AUZy3py1-lq1mWQlQD3_fLVXyhVmxdqrFuUj6RuNUuZbhply3OmP LOAD CASE(S) Uniform Loads (plf) Vert: 1-3=-44, 1-4=-20 Horz: 1-3=24 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=28, 1-4=-12 Horz: 1-3=-40 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=15, 1-4=-12 Horz: 1-3=-27 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=8, 1-4=-20 Horz: 1-3=-28 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-4, 1-4=-20 Horz: 1-3=-16 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=28, 1-4=-12 Horz: 1-3=-40 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=11, 1-4=-12 Horz: 1-3=-23 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=28, 1-4=-12 Horz: 1-3=-40 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=11, 1-4=-12 Horz: 1-3=-23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=8, 1-4=-20 Horz: 1-3=-28 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-9, 1-4=-20 Horz: 1-3=-11 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-20, 1-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-44, 1-4=-20 Horz: 1-3=-21 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-53, 1-4=-20 Horz: 1-3=-12 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-44, 1-4=-20 Horz: 1-3=-21 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-57, 1-4=-20 Horz: 1-3=-8 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-12 Horz: 1-3=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=4, 1-4=-12 Horz: 1-3=-16 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V15 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491374 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-b_o9V71F6S7EfVlRE4rDEgUbqfbDdY59InrvD2y3mnt Scale = 1:38.7 1 2 3 5 43x4 4x6 3x4 2x4 2x4 9-1-19-1-1 4-11-13 4-11-13 9-1-1 4-1-4 0-0-45-9-121-0-514.00 12 Plate Offsets (X,Y)-- [1:0-0-15,0-1-8], [2:Edge,0-1-14] 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 0.83 0.20 0.20 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: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-0-13, 4=9-0-13, 5=9-0-13 Max Horz 1=155(LC 7) Max Uplift 1=-146(LC 11), 4=-147(LC 11), 5=-88(LC 7) Max Grav 1=326(LC 18), 4=289(LC 18), 5=411(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-339/228, 2-3=-250/194, 3-4=-266/181 WEBS 2-5=-282/158 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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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) 1=146, 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V16 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491375 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-3ALXiS2ttmF5HfKdooMSnu1uk3ywM1iIXRbSlUy3mns Scale = 1:26.0 1 2 3 42x4 4x6 2x4 2x4 0-0-30-0-3 6-6-76-6-4 3-3-4 3-3-4 6-6-7 3-3-4 0-0-43-9-120-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] 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 0.17 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 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=6-6-0, 3=6-6-0, 4=6-6-0 Max Horz 1=-92(LC 6) Max Uplift 1=-32(LC 11), 3=-23(LC 10), 4=-6(LC 10) Max Grav 1=175(LC 1), 3=175(LC 1), 4=241(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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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, 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V17 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491376 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-3ALXiS2ttmF5HfKdooMSnu1xN3_2M1GIXRbSlUy3mns Scale: 1"=1' 1 2 3 4 2x4 4x6 2x4 2x4 0-0-30-0-3 3-1-53-1-1 1-6-10 1-6-10 3-1-5 1-6-10 0-0-41-9-120-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] 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 0.08 0.03 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: 8 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 3-1-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-0-14, 3=3-0-14, 4=3-0-14 Max Horz 1=-39(LC 6) Max Uplift 1=-18(LC 11), 3=-15(LC 10) Max Grav 1=79(LC 1), 3=79(LC 1), 4=90(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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V18 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491377 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-XMvvwo3Ve3NyvpvqMVthK5a_zTIK5T4Sm5K0Hwy3mnr Scale = 1:34.5 1 2 3 43x4 4x6 3x8 2x4 0-0-30-0-3 8-5-98-5-5 4-4-13 4-4-13 8-5-9 4-0-12 0-0-45-1-90-3-814.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14], [3:0-4-8,0-1-11] 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 0.60 0.16 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=8-5-5, 3=8-5-5, 4=8-5-5 Max Horz 1=-127(LC 8) Max Uplift 1=-39(LC 11), 3=-31(LC 10), 4=-11(LC 10) Max Grav 1=243(LC 1), 3=236(LC 1), 4=322(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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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, 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V19 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491378 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-?ZTH7837PNVpWzT0wDPwsJ6ECsfKqxTb?l4ZpNy3mnq Scale = 1:21.9 1 2 3 42x4 4x6 2x4 2x4 0-0-30-0-3 5-4-75-4-4 2-8-3 2-8-3 5-4-7 2-8-3 0-0-43-1-90-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] 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 0.11 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 5-4-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-4-0, 3=5-4-0, 4=5-4-0 Max Horz 1=74(LC 9) Max Uplift 1=-35(LC 11), 3=-28(LC 10) Max Grav 1=151(LC 1), 3=151(LC 1), 4=172(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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V20 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491379 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-?ZTH7837PNVpWzT0wDPwsJ6IjsgSqx_b?l4ZpNy3mnq Scale = 1:8.5 1 2 3 2x4 3x4 2x4 0-0-30-0-3 1-11-51-11-1 0-11-10 0-11-10 1-11-5 0-11-10 0-0-41-1-90-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-1] 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 0.03 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: 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 1-11-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-10-14, 3=1-10-14 Max Horz 1=20(LC 7) Max Uplift 1=-6(LC 11), 3=-6(LC 10) Max Grav 1=65(LC 1), 3=65(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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V21 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491380 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-Ul1gLU4lAhdf862CTww9PWfNOG_IZMUlDPp6Mpy3mnp Scale = 1:21.1 1 2 3 5 43x4 2x4 2x4 2x4 2x4 9-11-12 9-11-12 0-0-43-3-154.00 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 0.19 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 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 end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-11-0, 4=9-11-0, 5=9-11-0 Max Horz 1=119(LC 6) Max Uplift 1=-2(LC 6), 4=-27(LC 6), 5=-113(LC 6) Max Grav 1=203(LC 1), 4=129(LC 1), 5=556(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-433/372 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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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) 1, 4 except (jt=lb) 5=113. 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. December 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21107838 Truss V22 Truss Type Valley Qty 1 Ply 1 McKenzie 98 Westvale Job Reference (optional) I49491381 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 30 12:46:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IgSnDWqc1J05LlOkhU3AUZy3py1-Ul1gLU4lAhdf862CTww9PWfRQG?8ZOElDPp6Mpy3mnp Scale = 1:7.7 1 2 3 2x4 2x4 2x4 2-11-12 2-11-12 0-0-40-11-154.00 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 0.15 0.07 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: 5 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 2-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-11-0, 3=2-11-0 Max Horz 1=26(LC 6) Max Uplift 1=-11(LC 6), 3=-19(LC 6) Max Grav 1=95(LC 1), 3=95(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 C; Enclosed; 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=1.33 plate grip DOL=1.33 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) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 31,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths