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HomeMy WebLinkAboutHAM 12 Truss seals16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. RE: Design Code: IRC2018/TPI2014 Wind Code: N/A Wind Speed: 115 mph Roof Load: 50.0 psf Design Program: MiTek 20/20 8.2 1 of 2 This package includes 49 individual, dated Truss Design Drawings and 0 Additional Drawings. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf January 20, 2021 Johnson, Andrew The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Truss Design Engineer's Name: Johnson, AndrewMy license renewal date for the state of Indiana is July 31, 2022. HAM 12 McKeznie 12 Hamlet 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. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the designparameters 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. Site Information: Lot/Block: Customer: Project Name: HAM 12 Subdivision: Address: State: City: Model: No. Seal# Truss Name Date 1 I43333537 CG01 1/20/2021 2 I43333538 GE01 1/20/2021 3 I43333539 GE02 1/20/2021 4 I43333540 GE03 1/20/2021 5 I43333541 GE04 1/20/2021 6 I43333542 GE05 1/20/2021 7 I43333543 GE06 1/20/2021 8 I43333544 GE07 1/20/2021 9 I43333545 GE08 1/20/2021 10 I43333546 GE09 1/20/2021 11 I43333547 J01 1/20/2021 12 I43333548 J02 1/20/2021 13 I43333549 J03 1/20/2021 14 I43333550 J04 1/20/2021 15 I43333551 J05 1/20/2021 16 I43333552 J06 1/20/2021 17 I43333553 M01 1/20/2021 18 I43333554 M03 1/20/2021 19 I43333555 M04 1/20/2021 20 I43333556 M05 1/20/2021 No. Seal# Truss Name Date 21 I43333557 M06 1/20/2021 22 I43333558 M07 1/20/2021 23 I43333559 M08 1/20/2021 24 I43333560 MG02 1/20/2021 25 I43333561 MG03 1/20/2021 26 I43333562 T01 1/20/2021 27 I43333563 T02 1/20/2021 28 I43333564 T03 1/20/2021 29 I43333565 T04 1/20/2021 30 I43333566 T05 1/20/2021 31 I43333567 T06 1/20/2021 32 I43333568 T07 1/20/2021 33 I43333569 T08 1/20/2021 34 I43333570 T09 1/20/2021 35 I43333571 T10 1/20/2021 36 I43333572 T11 1/20/2021 37 I43333573 T13 1/20/2021 38 I43333574 T14 1/20/2021 39 I43333575 T15 1/20/2021 40 I43333576 T16 1/20/2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. RE: HAM 12 - McKeznie 12 Hamlet 2 of 2 Site Information: Lot/Block: Project Customer: Project Name: HAM 12 Subdivision: Address: State: City, County: No. Seal# Truss Name Date 41 I43333577 T17 1/20/2021 42 I43333578 TG01 1/20/2021 43 I43333579 TG02 1/20/2021 44 I43333580 TG03 1/20/2021 45 I43333581 TG04 1/20/2021 46 I43333582 TG05 1/20/2021 47 I43333583 TG06 1/20/2021 48 I43333584 TG07 1/20/2021 49 I43333585 TG08 1/20/2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333537 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:53:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-5Zc1ppZv0in4Vh8ALIJk6LM0mvQt?9seHylSqpyQaYP Scale = 1:30.3 1 2 3 5 4 6 7 8 9 3x4 7x16 MT18HS 3x6 4x6 8-4-58-4-5 -1-8-8 1-8-8 8-4-5 8-4-5 2-2-45-1-124-10-30-3-85-1-124.24 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0] 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 0.58 0.33 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 -0.00 0.06 (loc) 4-5 4-5 4 4-5 l/defl >999 >881 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 49 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 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 2-4 REACTIONS. (size)5=0-4-9, 4=0-1-8 Max Horz 5=99(LC 5) Max Uplift 5=-137(LC 4), 4=-149(LC 8) Max Grav 5=589(LC 1), 4=428(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-498/106, 3-4=-308/102 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=137, 4=149. 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) 54 lb down and 17 lb up at 2-9-8, 54 lb down and 17 lb up at 2-9-8, and 33 lb down and 55 lb up at 5-7-7, and 33 lb down and 55 lb up at 5-7-7 on top chord, and 20 lb down and 45 lb up at 2-9-8, 20 lb down and 45 lb up at 2-9-8, and 30 lb down and 33 lb up at 5-7-7, and 30 lb down and 33 lb up at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-5=-20 Concentrated Loads (lb) Vert: 7=-42(F=-21, B=-21) 9=-20(F=-10, B=-10) October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss GE01 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333538 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:53:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-ZmAP09aYn0vx7rjMv0qzeYvJDJrBkcVoVcU0MFyQaYO Scale = 1:28.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 3x6 2x4 17-3-217-3-2 17-3-2 17-3-2 1-6-121-11-10.25 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0], [24:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.02 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 56 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 6-0-0 oc bracing. REACTIONS.All bearings 17-3-2. (lb) - Max Horz 28=31(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 28, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27 Max Grav All reactions 250 lb or less at joint(s) 28, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Provide adequate drainage to prevent water ponding. 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, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27. 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss GE02 Truss Type MONOPITCH Qty 1 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333539 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:53:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-V8I9RqboJd9fM8sl0RsRkz_aK6OhCP25zwz6R7yQaYM Scale = 1:34.5 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 5x6 5x10 MT18HS 4x6 4x6 5x10 MT18HS8x8 4x10 3x12 3x6 3x12 2x4 3x4 3x8 4x8 4x10 4x10 5x12 5x12 3-1-33-1-3 5-10-132-9-11 8-8-82-9-11 11-6-22-9-11 14-3-132-9-11 17-1-72-9-11 20-2-103-1-3 3-1-3 3-1-3 5-10-13 2-9-11 8-8-8 2-9-11 11-6-2 2-9-11 14-3-13 2-9-11 17-1-7 2-9-11 20-2-10 3-1-3 1-6-01-11-10.25 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-12], [2:0-3-8,0-2-0], [6:0-3-7,0-2-0], [8:0-3-7,0-2-1], [9:0-3-7,0-2-8], [10:Edge,0-3-8], [11:0-3-8,0-2-8], [12:0-3-8,0-2-0], [13:0-3-8,0-1-8], [15:0-3-8,0-1-8], [17:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.58 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.50 0.06 0.05 (loc) 13-14 13-14 10 14 l/defl >700 >481 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 123 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)18=0-5-8, 10=Mechanical Max Horz 18=28(LC 7) Max Uplift 18=-42(LC 6), 10=-41(LC 10) Max Grav 18=2126(LC 1), 10=2126(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1962/168, 1-2=-4512/362, 2-3=-7138/553, 3-4=-8132/616, 4-5=-8132/618, 5-6=-7812/595, 6-8=-6300/492, 8-9=-3714/305, 9-10=-2018/174 BOT CHORD 17-18=-25/338, 15-17=-349/4503, 14-15=-538/7131, 13-14=-575/7806, 12-13=-470/6295, 11-12=-280/3709 WEBS 1-17=-344/4418, 2-17=-1582/153, 2-15=-203/2825, 3-15=-986/95, 3-14=-66/1077, 4-14=-544/61, 5-14=-27/351, 5-13=-695/73, 6-13=-116/1675, 6-12=-1241/115, 8-12=-212/2889, 8-11=-1798/171, 9-11=-313/3968 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 14-0-14, Corner(3) 14-0-14 to 20-0-14 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss GE03 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333540 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:53:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-zLsXfAcQ4xHW_IRxa8NgGBXqPWtrxzFEBajgzayQaYL Scale = 1:26.6 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 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 2x4 2x4 16-0-016-0-0 16-0-0 16-0-0 1-6-01-10-00.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.02 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 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. REACTIONS.All bearings 16-0-0. (lb) - Max Horz 27=29(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 27, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 Max Grav All reactions 250 lb or less at joint(s) 27, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Provide adequate drainage to prevent water ponding. 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) 27, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26. 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss GE04 Truss Type Flat Supported Gable Qty 1 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333541 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:53:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-RXPwsWd2rEPNcS078svvpO4?nwCugQJNQDSDV0yQaYK Scale = 1:15.2 1 2 3 4 5 10 9 8 7 6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-1-85-1-8 5-1-8 5-1-8 2-5-2LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-1-8. (lb) - Max Horz 10=-40(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 10, 6, 9, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 8, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Provide adequate drainage to prevent water ponding. 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) 10, 6, 9, 8, 7. 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss GE05 Truss Type Monopitch Supported Gable Qty 2 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333542 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:53:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-RXPwsWd2rEPNcS078svvpO4v4wArgQyNQDSDV0yQaYK Scale = 1:21.9 1 2 3 4 7 6 5 3x4 3x6 3x4 2x4 2x4 2x4 -1-2-8 1-2-8 3-0-0 3-0-0 1-6-03-9-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.41 0.15 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 2 2 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 16 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 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=3-0-0, 5=3-0-0, 6=3-0-0 Max Horz 7=109(LC 7) Max Uplift 7=-28(LC 6), 5=-13(LC 7), 6=-72(LC 7) Max Grav 7=234(LC 18), 5=56(LC 17), 6=138(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; 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=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 7, 5, 6. 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss GE06 Truss Type Flat Supported Gable Qty 1 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333543 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:53:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-vjzI4segcYXDDcbKhZQ8LccAgKYIPtLXftCn2SyQaYJ Scale = 1:15.2 1 2 3 4 5 6 12 11 10 9 8 7 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-8-06-8-0 6-8-0 6-8-0 2-5-2LOADING (psf) TCLL TCDL BCLL BCDL 50.0 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 0.04 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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.All bearings 6-8-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 12, 7, 11, 10, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 12, 7, 11, 10, 9, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) 12, 7, 11, 10, 9, 8. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss GE07 Truss Type Flat Supported Gable Qty 1 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333544 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:53:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-OwXgHCeINsf4rmAWFHxNup9Lcjub8KpguXxKavyQaYI Scale = 1:15.2 1 2 3 4 5 10 9 8 7 6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-3-05-3-0 5-3-0 5-3-0 2-5-2LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.02 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-3-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 10, 6, 9, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 8, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) 10, 6, 9, 8, 7. 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss GE08 Truss Type Flat Supported Gable Qty 1 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333545 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:53:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-s652VYfx89nxTwlip_ScR1iWF7Emtn?q6Bht6LyQaYH Scale = 1:20.7 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 3x4 12-4-412-4-4 12-4-4 12-4-4 2-5-2LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.03 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 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.All bearings 12-4-4. (lb) - Max Horz 20=30(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss GE09 Truss Type Monopitch Supported Gable Qty 2 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333546 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:53:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-GhnB7ZhpQ49WKNUHU6?J2fK1HLFI48wGo9vYjgyQaYE Scale = 1:60.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 61 62 3x6 5x6 5x6 3x6 37-8-837-8-8 37-8-8 37-8-8 1-9-02-6-70.25 12 Plate Offsets (X,Y)-- [41:0-3-0,0-3-0], [53:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.04 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 32 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 130 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.All bearings 37-8-8. (lb) - Max Horz 60=43(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 60, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59 Max Grav All reactions 250 lb or less at joint(s) 60, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 18-1-12, Exterior(2) 18-1-12 to 19-6-12, Corner(3) 19-6-12 to 37-6-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 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) 60, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59. 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333547 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:53:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-ktLZKviRBOHNxX2T2qXYbtsACkZNpZoP1pf5F6yQaYD Scale = 1:19.2 1 2 6 5 3 4 2x4 3x4 2x4 1-0-01-0-0 2-0-71-0-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-43-2-82-9-133-2-86.00 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 0.16 0.16 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=58(LC 7) Max Uplift 3=-13(LC 10), 4=-34(LC 7) Max Grav 6=240(LC 1), 3=33(LC 1), 4=37(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-85/281 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; 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=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333548 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:53:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-C3uxYFj3yiPEZhdgcX2n84PJD8rzY?HZGTOeoYyQaYC Scale: 1/2"=1' 1 2 6 5 3 4 2x4 3x4 2x4 1-0-01-0-0 4-0-73-0-7 -1-2-8 1-2-8 4-0-7 4-0-7 2-2-44-2-83-9-134-2-86.00 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 0.27 0.39 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.08 0.05 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >985 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=76(LC 7) Max Uplift 3=-45(LC 10), 4=-10(LC 10) Max Grav 6=319(LC 1), 3=134(LC 1), 4=77(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-281/49 WEBS 2-5=-135/406 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; 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=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333549 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:53:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-C3uxYFj3yiPEZhdgcX2n84PJD8rzY?HZGTOeoYyQaYC Scale: 1/2"=1' 1 2 6 5 3 4 2x4 3x4 2x4 1-0-01-0-0 4-0-73-0-7 -1-2-8 1-2-8 4-0-7 4-0-7 2-2-44-2-83-9-134-2-86.00 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 0.27 0.39 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.08 0.05 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >985 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=76(LC 7) Max Uplift 3=-45(LC 10), 4=-10(LC 10) Max Grav 6=319(LC 1), 3=134(LC 1), 4=77(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-281/49 WEBS 2-5=-135/406 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; 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=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333550 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:53:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-gGSJlbkhj?X5BrCs9FZ0gIyWiYFrHTIiV78CK?yQaYB Scale = 1:19.2 1 2 6 5 3 4 2x4 3x4 2x4 1-0-01-0-0 2-0-71-0-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-43-2-82-9-133-2-86.00 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 0.16 0.16 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=58(LC 7) Max Uplift 3=-13(LC 10), 4=-34(LC 7) Max Grav 6=240(LC 1), 3=33(LC 1), 4=37(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-85/281 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; 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=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss J05 Truss Type Jack-Open Qty 6 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333551 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:53:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-9S0izxlKUJgyo_n2jy4FDVUgSyb30wYsjntlsRyQaYA Scale = 1:19.1 1 2 6 5 3 4 2x4 3x4 2x4 1-0-01-0-0 2-0-01-0-0 -1-2-8 1-2-8 2-0-0 2-0-0 2-2-43-2-42-9-93-2-46.00 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 0.16 0.16 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=58(LC 7) Max Uplift 3=-14(LC 10), 4=-34(LC 7) Max Grav 6=240(LC 1), 3=34(LC 1), 4=37(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-85/282 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; 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=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss J06 Truss Type Jack-Open Qty 2 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333552 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:53:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-9S0izxlKUJgyo_n2jy4FDVUeByZS0v7sjntlsRyQaYA Scale = 1:18.9 1 2 6 5 3 4 2x4 3x4 2x4 1-0-01-0-0 2-9-31-9-3 -1-8-8 1-8-8 2-9-3 2-9-3 2-2-43-2-04.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.26 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.01 -0.03 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 12 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 2-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 6=61(LC 7) Max Uplift 6=-46(LC 6), 3=-17(LC 10), 4=-19(LC 7) Max Grav 6=330(LC 1), 3=49(LC 1), 4=51(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-304/21 WEBS 2-5=-84/350 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss M01 Truss Type Monopitch Qty 7 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333553 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:53:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-dea4AHlyFdopQ8MFHgbUlj1l_MvRlNe?yRdIOtyQaY9 Scale = 1:29.6 1 2 3 5 4 3x4 3x4 6x6 5x6 6-0-06-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 2-2-45-2-44-10-120-3-85-2-46.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-0-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.28 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 -0.00 -0.00 (loc) 4-5 4-5 4 4-5 l/defl >999 >836 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 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. (size)5=0-3-8, 4=0-1-8 Max Horz 5=94(LC 7) Max Uplift 4=-68(LC 10) Max Grav 5=407(LC 1), 4=273(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-348/78 WEBS 2-4=-137/253 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; 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=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss M03 Truss Type Monopitch Qty 4 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333554 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:53:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-5r8SNdma0wwg2IxRrN6jIwZzgl9fUls9B5MsxKyQaY8 Scale = 1:34.1 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 5x6 6x10 4x6 4x6 5x10 MT18HS5x12 4x10 3x12 3x8 3x8 3x4 3x12 2x4 3x6 3x12 4x8 4x10 4x10 5x12 5x12 2-9-82-9-8 5-3-82-6-0 7-9-82-6-0 10-3-82-6-0 12-9-82-6-0 15-3-82-6-0 17-9-82-6-0 20-7-02-9-8 2-9-8 2-9-8 5-3-8 2-6-0 7-9-8 2-6-0 10-3-8 2-6-0 12-9-8 2-6-0 15-3-8 2-6-0 17-9-8 2-6-0 20-7-0 2-9-8 1-6-01-11-20.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [3:0-3-8,0-1-8], [7:0-3-7,0-2-0], [9:0-3-7,0-2-1], [10:0-3-7,0-2-8], [11:Edge,0-3-8], [12:0-3-8,0-2-8], [13:0-3-8,0-2-0], [14:0-3-8,0-1-8], [16:0-3-8,0-1-8], [18:0-3-8,0-1-8], [19:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.60 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.51 0.07 0.05 (loc) 15 15 11 15 l/defl >691 >475 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 126 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)20=0-5-8, 11=0-5-8 Max Horz 20=28(LC 7) Max Uplift 20=-42(LC 6), 11=-42(LC 10) Max Grav 20=2164(LC 1), 11=2164(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-2000/169, 1-2=-4220/338, 2-3=-6874/534, 3-4=-8196/621, 4-5=-8388/630, 5-6=-8387/632, 6-7=-7606/579, 7-9=-5927/465, 9-10=-3417/280, 10-11=-2057/174 BOT CHORD 19-20=-22/304, 18-19=-325/4211, 16-18=-519/6868, 15-16=-605/8190, 14-15=-558/7601, 13-14=-442/5922, 12-13=-255/3413 WEBS 1-19=-326/4201, 2-19=-1652/154, 2-18=-212/2903, 3-18=-1125/104, 3-16=-94/1455, 4-16=-589/60, 5-15=-484/54, 6-15=-61/881, 6-14=-888/83, 7-14=-132/1912, 7-13=-1372/124, 9-13=-214/2881, 9-12=-1860/171, 10-12=-294/3748 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 14-5-4, Corner(3) 14-5-4 to 20-5-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) 20, 11. 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss M04 Truss Type MONOPITCH Qty 11 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333555 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:53:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-Z1iqbznCnE2WfSWdO4dyr869P9W1DBlIQl6PTmyQaY7 Scale = 1:34.5 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 5x6 5x10 MT18HS 4x6 4x6 5x10 MT18HS8x8 4x10 3x12 3x6 3x12 2x4 3x4 3x8 4x8 4x10 4x10 5x12 5x12 3-1-33-1-3 5-10-132-9-11 8-8-82-9-11 11-6-22-9-11 14-3-132-9-11 17-1-72-9-11 20-2-103-1-3 3-1-3 3-1-3 5-10-13 2-9-11 8-8-8 2-9-11 11-6-2 2-9-11 14-3-13 2-9-11 17-1-7 2-9-11 20-2-10 3-1-3 1-6-01-11-10.25 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-12], [2:0-3-8,0-2-0], [6:0-3-7,0-2-0], [8:0-3-7,0-2-1], [9:0-3-7,0-2-8], [10:Edge,0-3-8], [11:0-3-8,0-2-8], [12:0-3-8,0-2-0], [13:0-3-8,0-1-8], [15:0-3-8,0-1-8], [17:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.53 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.50 0.06 0.05 (loc) 13-14 13-14 10 14 l/defl >700 >481 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 123 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)18=0-5-8, 10=Mechanical Max Horz 18=16(LC 7) Max Uplift 18=-41(LC 6), 10=-42(LC 10) Max Grav 18=2126(LC 1), 10=2126(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1962/167, 1-2=-4512/360, 2-3=-7138/548, 3-4=-8132/610, 4-5=-8132/612, 5-6=-7812/587, 6-8=-6300/482, 8-9=-3714/294, 9-10=-2018/174 BOT CHORD 17-18=-49/338, 15-17=-372/4503, 14-15=-558/7131, 13-14=-592/7806, 12-13=-485/6295, 11-12=-294/3709 WEBS 1-17=-342/4418, 2-17=-1582/152, 2-15=-201/2825, 3-15=-986/94, 3-14=-65/1077, 4-14=-544/61, 5-14=-30/351, 5-13=-695/74, 6-13=-118/1675, 6-12=-1241/116, 8-12=-213/2889, 8-11=-1798/172, 9-11=-314/3968 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 14-0-14, Corner(3) 14-0-14 to 20-0-14 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss M05 Truss Type Monopitch Qty 8 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333556 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:53:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-1DGCoJoqYYANHc5qyo9BNLfBOZqfyXNRePrz?CyQaY6 Scale = 1:28.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 4x6 5x12 3x8 3x4 3x16 MT18HS5x12 4x8 4x8 3x6 2x4 5x12 4x8 5x12 4x10 3-7-83-7-8 6-11-93-4-0 10-3-93-4-0 13-7-103-4-0 17-3-23-7-8 3-7-8 3-7-8 6-11-9 3-4-0 10-3-9 3-4-0 13-7-10 3-4-0 17-3-2 3-7-8 1-6-121-11-10.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [6:0-3-7,0-2-0], [7:0-3-7,0-2-0], [8:Edge,0-1-8], [9:0-3-8,0-2-8], [11:0-3-8,0-2-0], [13:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.70 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.45 0.05 0.05 (loc) 10-11 10-11 8 10-11 l/defl >652 >448 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 64 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-13,6-10,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-5-8, 8=Mechanical Max Horz 14=18(LC 7) Max Uplift 14=-35(LC 6), 8=-36(LC 10) Max Grav 14=1810(LC 1), 8=1810(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1747/174, 1-2=-3798/351, 2-3=-5259/462, 3-4=-5014/438, 4-6=-5014/440, 6-7=-3315/303, 7-8=-1758/178 BOT CHORD 11-13=-362/3790, 10-11=-470/5251, 9-10=-304/3307 WEBS 1-13=-345/3880, 2-13=-1327/153, 2-11=-117/1575, 3-11=-545/69, 3-10=-265/28, 4-10=-648/80, 6-10=-154/1875, 6-9=-1480/171, 7-9=-326/3546 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 11-1-6, Corner(3) 11-1-6 to 17-1-6 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss M06 Truss Type Monopitch Qty 4 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333557 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-VQpb0eoSJrIEvmg0WVgQwZBN1zGDh?sbt3bWXeyQaY5 Scale = 1:26.5 1 2 3 4 7 6 5 8 9 3x4 6x6 3x6 8x8 3x4 8x8 2x4 8-0-08-0-0 16-0-08-0-0 8-0-0 8-0-0 16-0-0 8-0-0 1-6-01-10-00.25 12 Plate Offsets (X,Y)-- [4:0-3-7,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 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.81 0.29 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.29 0.00 0.11 (loc) 6 6 5 6 l/defl >999 >645 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-5-8 Max Horz 7=29(LC 7) Max Uplift 7=-33(LC 6), 5=-32(LC 10) Max Grav 7=524(LC 1), 5=524(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-463/186, 1-2=-1707/523, 2-4=-1707/530, 4-5=-464/187 WEBS 1-6=-456/1539, 2-6=-453/245, 4-6=-483/1597 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 9-10-4, Corner(3) 9-10-4 to 15-10-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 7, 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss M07 Truss Type MONOPITCH Qty 4 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333558 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-zcNzD_p449Q5WvFC4DBfSmki9NfvQeVk6jK345yQaY4 Scale = 1:21.9 1 2 3 5 4 2x4 2x4 3x6 3x4 3-0-03-0-0 -1-2-8 1-2-8 3-0-0 3-0-0 1-6-03-9-03-5-80-3-83-9-09.00 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-P 0.15 0.07 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=74(LC 10) Max Uplift 4=-60(LC 10) Max Grav 5=271(LC 1), 4=123(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; 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=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss M08 Truss Type MONOPITCH Qty 19 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333559 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-RoxLRKqjrTYy83pOdwiu?_HpJmsd9wyuKN4dcXyQaY3 Scale = 1:63.2 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 3x4 4x10 3x6 2x4 5x10 MT18HS3x12 3x12 3x12 3x8 3x8 3x6 3x8 2x4 3x6 3x6 3x6 3x8 4x6 3x12 4x8 4x8 4x8 3x8 5x16 MT18HS 4-5-04-5-0 8-6-84-1-8 12-8-04-1-8 16-9-84-1-8 20-11-04-1-8 25-0-84-1-8 29-2-04-1-8 33-3-84-1-8 37-8-84-5-0 4-5-0 4-5-0 8-6-8 4-1-8 12-8-0 4-1-8 16-9-8 4-1-8 20-11-0 4-1-8 25-0-8 4-1-8 29-2-0 4-1-8 33-3-8 4-1-8 37-8-8 4-5-0 1-9-02-6-70.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [3:0-3-8,0-1-8], [11:0-3-7,0-2-0], [12:0-3-7,0-2-0], [14:0-3-8,0-2-0], [15:0-3-8,0-1-8], [16:0-3-8,0-1-8], [20:0-3-8,0-1-8], [22:0-3-8,0-1-8], [23:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.68 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.87 -1.45 0.17 0.44 (loc) 18-19 18-19 13 18-19 l/defl >516 >309 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 142 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-23,2-22,8-18,9-16,11-15,12-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-11 oc bracing. REACTIONS. (size)24=0-3-8, 13=0-3-8 Max Horz 24=43(LC 9) Max Uplift 24=-78(LC 6), 13=-78(LC 10) Max Grav 24=1247(LC 1), 13=1247(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-1201/194, 1-2=-3053/457, 2-3=-4971/736, 3-4=-6023/889, 4-6=-6366/939, 6-7=-6365/941, 7-8=-6087/902, 8-9=-5257/782, 9-11=-3949/592, 11-12=-2227/343, 12-13=-1212/196 BOT CHORD 22-23=-439/3050, 20-22=-716/4968, 19-20=-867/6020, 18-19=-873/6084, 16-18=-751/5253, 15-16=-560/3946, 14-15=-308/2224 WEBS 1-23=-457/3143, 2-23=-981/188, 2-22=-296/2048, 3-22=-660/135, 3-20=-163/1132, 4-20=-367/94, 4-19=-52/371, 7-19=-46/307, 7-18=-343/91, 8-18=-136/921, 8-16=-601/129, 9-16=-214/1461, 9-15=-843/163, 11-15=-284/1943, 11-14=-1099/206, 12-14=-363/2476 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 31-6-12, Corner(3) 31-6-12 to 37-6-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) 24, 13. 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss MG02 Truss Type MONOPITCH Qty 1 Ply 3 McKeznie 12 Hamlet Job Reference (optional) I43333560 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-w?VjegrLcmgpmDObBeD7YBp?jAE_uUC1Z1pA8zyQaY2 Scale = 1:34.3 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 3x4 4x10 4x6 3x4 5x10 MT18HS3x12 3x12 3x12 3x12 3x12 3x4 3x12 2x4 3x6 3x12 4x8 4x10 4x10 4x10 4x10 2-9-82-9-8 5-3-82-6-0 7-9-82-6-0 10-3-82-6-0 12-9-82-6-0 15-3-82-6-0 17-9-82-6-0 20-7-02-9-8 2-9-8 2-9-8 5-3-8 2-6-0 7-9-8 2-6-0 10-3-8 2-6-0 12-9-8 2-6-0 15-3-8 2-6-0 17-9-8 2-6-0 20-7-0 2-9-8 1-6-01-11-20.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [3:0-3-8,0-1-8], [7:0-3-7,0-2-0], [9:0-3-7,0-2-1], [10:0-3-7,0-2-0], [12:0-3-8,0-2-0], [13:0-3-8,0-2-0], [14:0-3-8,0-1-8], [16:0-3-8,0-1-8], [17:0-4-4,0-2-8], [18:0-3-8,0-1-8], [19:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.54 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.44 0.05 0.04 (loc) 15 15 11 15 l/defl >796 >547 n/a >999 L/d 600 480 n/a 240 PLATES MT20 MT18HS Weight: 379 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF 2100F 1.8E 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)20=0-5-8, 11=0-5-8 Max Horz 20=28(LC 9) Max Uplift 20=-86(LC 6), 11=-87(LC 10) Max Grav 20=4393(LC 1), 11=4486(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-4084/169, 1-2=-9187/338, 2-3=-16340/534, 3-4=-21542/621, 4-5=-22998/630, 5-6=-22998/632, 6-7=-20357/579, 7-9=-14446/465, 9-10=-7583/280, 10-11=-4294/174 BOT CHORD 19-20=-22/615, 18-19=-325/9174, 16-18=-519/16331, 15-16=-605/21531, 14-15=-558/20340, 13-14=-442/14439, 12-13=-255/7580, 11-12=-2/274 WEBS 1-19=-326/9202, 2-19=-3610/154, 2-18=-212/7819, 3-18=-3039/104, 3-16=-112/5725, 4-16=-2437/68, 4-15=-31/1603, 5-15=-2137/62, 6-15=-61/2975, 6-14=-3233/84, 7-14=-132/6717, 7-13=-3761/124, 9-13=-214/7878, 9-12=-4151/171, 10-12=-294/8354 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-19 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 14-5-4, Corner(3) 14-5-4 to 20-5-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) 20, 11. 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) 16 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Continued on page 2 October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss MG02 Truss Type MONOPITCH Qty 1 Ply 3 McKeznie 12 Hamlet Job Reference (optional) I43333560 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:03 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-w?VjegrLcmgpmDObBeD7YBp?jAE_uUC1Z1pA8zyQaY2 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-22=-200, 22-23=-850, 10-23=-200, 11-20=-13 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-22=-53, 22-23=-256, 10-23=-53, 11-20=-13 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss MG03 Truss Type Monopitch Girder Qty 1 Ply 2 McKeznie 12 Hamlet Job Reference (optional) I43333561 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-OB35r0szN4ogONznlLkM4PMBBadFd06AohZkgQyQaY1 Scale = 1:29.8 1 2 4 356 3x4 4x6 3x4 4x6 6-0-06-0-0 6-0-0 6-0-0 2-2-45-2-46.00 12 Plate Offsets (X,Y)-- [1:Edge,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-S 0.29 0.28 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 0.00 0.02 (loc) 3-4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=0-3-8 Max Horz 4=83(LC 5) Max Uplift 3=-123(LC 8), 4=-28(LC 8) Max Grav 3=569(LC 1), 4=557(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=123. 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) 278 lb down and 66 lb up at 2-0-12, and 278 lb down and 66 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-20 Concentrated Loads (lb) Vert: 5=-278(F) 6=-278(F) October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss T01 Truss Type Hip Qty 1 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333562 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-sNdU3Msb7OwX?XYzJ3FbdcvCv_vHMLpK1LIHDsyQaY0 Scale = 1:65.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 917 5x10 MT18HS 3x8 3x4 3x6 3x6 4x6 4x6 3x6 5x10 MT18HS 3x6 6x18 MT18HS 3x4 6x18 MT18HS 3x6 8-0-08-0-0 12-4-124-4-12 18-9-146-5-2 25-3-06-5-2 33-3-08-0-0 -1-2-8 1-2-8 8-0-0 8-0-0 16-7-8 8-7-8 25-3-0 8-7-8 33-3-0 8-0-0 34-5-8 1-2-8 2-2-46-0-96-2-42-2-46-0-96.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-1-8], [6:0-5-0,0-1-7], [9:Edge,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 0.93 0.55 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 0.02 0.01 (loc) 15-16 15-16 9 10-12 l/defl >999 >750 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 140 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-12,2-16,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-1-5 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-15. WEBS 1 Row at midpt 3-13, 4-13, 6-12 REACTIONS. (size)16=0-3-8, 13=0-3-8, 9=0-3-8 Max Horz 16=-99(LC 8) Max Uplift 16=-54(LC 10), 13=-52(LC 7), 9=-33(LC 11) Max Grav 16=574(LC 23), 13=1935(LC 2), 9=1049(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-305/75, 3-4=0/407, 4-6=-576/115, 6-7=-1026/102, 2-16=-498/121, 7-9=-975/139 BOT CHORD 12-13=-50/433, 10-12=0/810 WEBS 3-15=0/277, 3-13=-859/47, 4-13=-1405/130, 4-12=0/477, 6-12=-322/27, 7-10=0/649 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-9-8, Exterior(2R) 4-9-8 to 28-5-8, Exterior(2E) 28-5-8 to 34-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 8%, joint 7 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 13, 9. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss T02 Truss Type Hip Qty 1 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333563 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-omlEU2urf?AFFqiMQTI3i1_ZrnXZqE4dUfnOHkyQaY_ Scale = 1:59.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018 5x8 4x6 3x6 3x6 3x6 4x6 4x8 2x4 3x8 3x6 3x4 4x8 4x8 3x6 3x6 10-0-010-0-0 12-4-122-4-12 16-7-84-2-12 23-3-06-7-8 33-3-010-0-0 -1-2-8 1-2-8 5-1-12 5-1-12 10-0-0 4-10-4 16-7-8 6-7-8 23-3-0 6-7-8 28-1-4 4-10-4 33-3-0 5-1-12 34-5-8 1-2-8 2-2-47-0-97-2-42-2-47-0-96.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-15] 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 0.84 0.82 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.46 0.02 0.01 (loc) 10-11 10-11 10 11-13 l/defl >999 >536 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 153 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* 5-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-5 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 4-15, 5-15, 7-10 REACTIONS. (size)15=0-3-8, 17=0-3-8, 10=0-3-8 Max Horz 17=-108(LC 8) Max Uplift 15=-20(LC 7), 17=-43(LC 10), 10=-39(LC 11) Max Grav 15=1933(LC 2), 17=601(LC 23), 10=1064(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=0/335, 5-6=-738/126, 6-7=-893/117, 2-17=-327/121, 8-10=-334/121 BOT CHORD 16-17=-45/272, 13-15=-12/389, 11-13=-12/389, 10-11=-18/785 WEBS 3-16=-339/127, 4-16=0/523, 4-15=-909/10, 5-15=-1264/68, 5-13=0/258, 5-11=-11/511, 3-17=-276/67, 7-10=-958/44 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 5-0-6, Exterior(2R) 5-0-6 to 28-2-10, Exterior(2E) 28-2-10 to 34-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 15, 17, 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss T03 Truss Type Hip Qty 1 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333564 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-GyIchNvUQJI6s_HY_BpIEFXorBv?ZcrmjJXxoByQaXz Scale = 1:59.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 101819 6x6 4x6 3x4 3x6 3x6 3x6 3x8 3x6 4x8 3x6 3x6 5x6 3x4 5x6 3x6 6-1-126-1-12 12-4-126-3-0 21-3-08-10-4 27-1-45-10-4 33-3-06-1-12 -1-2-8 1-2-8 6-1-12 6-1-12 12-0-0 5-10-4 16-7-8 4-7-8 21-3-0 4-7-8 27-1-4 5-10-4 33-3-0 6-1-12 34-5-8 1-2-8 2-2-48-0-98-2-42-2-48-0-96.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [8:0-3-0,0-1-12] 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-S 0.63 0.68 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.39 0.01 0.01 (loc) 13-15 13-15 10 11-13 l/defl >979 >637 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* 5-15,5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-13 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, Except: 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 5-15 REACTIONS. (size)17=0-3-8, 15=0-3-8, 10=0-3-8 Max Horz 17=-118(LC 8) Max Uplift 17=-46(LC 10), 10=-50(LC 11) Max Grav 17=549(LC 23), 15=2096(LC 2), 10=1032(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-347/97, 3-4=0/463, 4-5=0/366, 5-6=-544/133, 6-7=-700/122, 7-8=-999/100, 2-17=-491/104, 8-10=-972/126 BOT CHORD 11-13=-2/805 WEBS 3-15=-609/106, 4-15=-544/47, 5-15=-1072/86, 5-13=-6/701, 7-13=-384/106, 8-11=0/772 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-9-8, Exterior(2R) 4-9-8 to 28-5-8, Exterior(2E) 28-5-8 to 34-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 17, 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss T04 Truss Type Hip Qty 1 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333565 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-k8s_vjv6BcQzU8slYuKXnS3ucbGjIAlwxyGULdyQaXy Scale = 1:68.2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 3x8 5x10 MT18HS 4x8 3x8 3x4 3x6 3x6 3x6 3x6 4x8 3x6 3x6 5x6 3x4 4x6 3x6 6-3-06-3-0 12-4-126-1-12 19-3-06-10-4 27-0-07-9-0 33-3-06-3-0 -1-2-8 1-2-8 6-3-0 6-3-0 14-0-0 7-9-0 19-3-0 5-3-0 27-0-0 7-9-0 33-3-0 6-3-0 34-5-8 1-2-8 2-2-49-0-99-2-42-2-49-0-96.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-2-8], [5:0-5-0,0-1-7], [6:0-4-0,0-1-15], [9:0-3-0,0-1-8] 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-S 0.95 0.58 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.13 0.01 0.02 (loc) 14-15 12-14 11 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 156 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-15,5-14,6-14,8-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 3-15, 5-15, 6-14, 8-14 REACTIONS. (size)18=0-3-8, 15=0-3-8, 11=0-3-8 Max Horz 18=128(LC 9) Max Uplift 18=-39(LC 10), 11=-56(LC 11) Max Grav 18=626(LC 23), 15=1948(LC 2), 11=1076(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-468/79, 3-5=0/396, 5-6=-470/150, 6-8=-665/131, 8-9=-1085/102, 2-18=-569/107, 9-11=-1022/124 BOT CHORD 15-17=-47/339, 12-14=-13/891 WEBS 3-15=-673/130, 5-15=-1346/80, 5-14=-29/875, 6-14=-281/54, 8-14=-525/121, 2-17=0/306, 9-12=0/881 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-9-8, Interior(1) 4-9-8 to 5-6-3, Exterior(2R) 5-6-3 to 27-8-13, Interior(1) 27-8-13 to 28-5-8, Exterior(2E) 28-5-8 to 34-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss T05 Truss Type Hip Qty 1 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333566 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-CLQN63wkywZq6IRx5crmKgc4J?ae1Uw3Ac02t3yQaXx Scale = 1:66.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 3x16 MT18HS 5x8 4x8 3x16 MT18HS 3x4 3x6 3x6 3x6 3x6 4x8 3x6 4x6 6x8 4x6 6x8 3x6 6-4-26-4-2 12-4-126-0-10 17-3-04-10-4 25-1-47-10-4 33-3-08-1-12 -1-2-8 1-2-8 8-1-12 8-1-12 16-0-0 7-10-4 17-3-0 1-3-0 25-1-4 7-10-4 33-3-0 8-1-12 34-5-8 1-2-8 2-2-410-0-910-2-42-2-410-0-96.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-0,0-1-15], [6:0-4-0,0-1-15], [7:0-6-11,0-1-8], [9:0-3-8,Edge], [11: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 0.89 0.67 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 0.02 0.02 (loc) 11-12 11-12 11 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 163 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,7-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-15,5-14,6-14,8-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 6-14, 8-14 REACTIONS. (size)18=0-3-8, 15=0-3-8, 11=0-3-8 Max Horz 18=137(LC 9) Max Uplift 18=-27(LC 10), 15=-32(LC 10), 11=-59(LC 11) Max Grav 18=640(LC 23), 15=1904(LC 2), 11=1079(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-436/65, 3-5=0/359, 5-6=-324/153, 6-8=-503/135, 8-9=-1104/96, 2-18=-582/99, 9-11=-1003/127 BOT CHORD 15-17=-45/252, 12-14=0/894 WEBS 3-15=-720/165, 5-15=-1232/23, 5-14=-53/852, 8-14=-726/131, 8-12=-7/278, 9-12=0/787 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-9-8, Interior(1) 4-9-8 to 7-6-3, Exterior(2R) 7-6-3 to 25-8-13, Interior(1) 25-8-13 to 28-5-8, Exterior(2E) 28-5-8 to 34-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 15, 11. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss T06 Truss Type Common Qty 3 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333567 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-hX_lJPxMjEhgjS?7fJM?st9DNPvSmxCCPGlbPWyQaXw Scale = 1:71.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 3x8 5x10 MT18HS 3x8 3x4 3x6 3x6 3x6 3x6 4x6 4x6 6x8 5x8 5x8 3x8 6-4-26-4-2 12-4-126-0-10 22-8-210-3-6 33-3-010-6-14 -1-2-8 1-2-8 8-5-8 8-5-8 16-7-8 8-2-0 24-9-8 8-2-0 33-3-0 8-5-8 34-5-8 1-2-8 2-2-410-6-02-2-46.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-7-0,0-1-12], [8:0-3-15,0-0-0] 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 0.93 0.76 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.49 0.02 0.02 (loc) 11-13 11-13 10 11 l/defl >761 >510 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 149 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,6-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-13,5-11,7-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-15. WEBS 1 Row at midpt 5-13, 7-10 REACTIONS. (size)16=0-3-8, 13=0-3-8, 10=0-3-8 Max Horz 16=-140(LC 8) Max Uplift 16=-36(LC 10), 13=-22(LC 10), 10=-63(LC 11) Max Grav 16=634(LC 23), 13=2019(LC 2), 10=1087(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-418/82, 3-5=0/396, 5-7=-942/195, 7-8=-316/137, 2-16=-572/111, 8-10=-484/156 BOT CHORD 10-11=-15/854 WEBS 3-13=-729/184, 5-13=-1176/57, 5-11=-79/1017, 7-11=-536/222, 7-10=-846/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-9-8, Interior(1) 4-9-8 to 10-7-8, Exterior(2R) 10-7-8 to 22-7-8, Interior(1) 22-7-8 to 28-5-8, Exterior(2E) 28-5-8 to 34-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 5 = 8% 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) 16, 13, 10. 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss T07 Truss Type Hip Qty 1 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333568 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-9jY7Xly_UXpXLcaJD1uEP5hVjoNwVZ5MewV9yyyQaXv Scale = 1:27.7 1 2 3 4 5 6 10 9 8 7 5x8 4x6 2x4 2x4 3x4 3x6 3x6 3x8 4-0-04-0-0 9-3-05-3-0 13-3-04-0-0 -1-2-8 1-2-8 4-0-0 4-0-0 9-3-0 5-3-0 13-3-0 4-0-0 14-5-8 1-2-8 2-2-44-0-94-2-42-2-44-0-96.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.23 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 0.00 0.01 (loc) 8-9 8-9 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=79(LC 9) Max Uplift 10=-16(LC 10), 7=-16(LC 11) Max Grav 10=756(LC 1), 7=756(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-587/128, 3-4=-474/142, 4-5=-587/128, 2-10=-727/166, 5-7=-727/166 BOT CHORD 8-9=-24/474 WEBS 2-9=-7/512, 5-8=-7/512 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-0-0, Exterior(2R) 4-0-0 to 9-3-0, Exterior(2E) 9-3-0 to 14-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 10, 7. 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss T08 Truss Type Hip Qty 1 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333569 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-dw6Vk5ycFrxOzl9WnkPTxIEeDCidE1UVsaFiUOyQaXu Scale = 1:31.1 1 2 3 4 5 6 10 9 8 7 5x8 4x6 2x4 2x4 3x4 6x6 6x6 3x8 6-0-06-0-0 7-3-01-3-0 13-3-06-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 7-3-0 1-3-0 13-3-0 6-0-0 14-5-8 1-2-8 2-2-45-0-95-2-42-2-45-0-96.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-4-0,0-1-15], [5:0-3-0,0-1-12] 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-S 0.59 0.27 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 9-10 9-10 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=-89(LC 8) Max Uplift 10=-28(LC 10), 7=-28(LC 11) Max Grav 10=756(LC 1), 7=756(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-606/133, 3-4=-447/158, 4-5=-606/133, 2-10=-700/180, 5-7=-699/180 BOT CHORD 8-9=0/447 WEBS 2-9=0/380, 5-8=0/379 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-9-8, Exterior(2R) 4-9-8 to 8-5-8, Exterior(2E) 8-5-8 to 14-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 10, 7. 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss T09 Truss Type Common Qty 2 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333570 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-56gtyRzE093FavkiKRwiUWnmec1izV0f5E_F0qyQaXt Scale = 1:34.3 1 2 3 4 5 8 7 6 9 10 4x8 2x4 2x4 3x8 6x8 6x8 6-7-86-7-8 13-3-06-7-8 -1-2-8 1-2-8 6-7-8 6-7-8 13-3-0 6-7-8 14-5-8 1-2-8 2-2-45-6-02-2-46.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,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 0.80 0.34 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.00 0.00 (loc) 7-8 7-8 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 56 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 5-11-12 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=-93(LC 8) Max Uplift 8=-30(LC 10), 6=-30(LC 11) Max Grav 8=756(LC 1), 6=756(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-610/145, 3-4=-610/145, 2-8=-697/192, 4-6=-697/192 WEBS 2-7=0/347, 4-7=0/347 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-9-8, Exterior(2R) 4-9-8 to 8-5-8, Exterior(2E) 8-5-8 to 14-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 8, 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss T10 Truss Type COMMON Qty 3 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333571 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-ZIDF9n_tnSB6C3Juu9Rx1jJyo0LxiwWoKukpYHyQaXs Scale = 1:32.9 1 2 3 4 7 6 5 8 9 5x8 2x4 3x4 4x6 3x8 6x8 8-7-48-7-4 13-3-04-7-12 -1-2-8 1-2-8 6-7-8 6-7-8 13-3-0 6-7-8 2-2-45-6-02-2-46.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-3-8,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 0.71 0.47 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.27 0.00 -0.00 (loc) 6-7 6-7 5 6-7 l/defl >748 >376 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 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. (size)5=Mechanical, 6=0-3-8, 7=0-3-8 Max Horz 7=72(LC 7) Max Uplift 5=-46(LC 11), 7=-48(LC 10) Max Grav 5=298(LC 1), 6=524(LC 1), 7=582(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-267/176, 2-7=-453/217, 4-5=-276/114 WEBS 3-6=-387/101 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-9-8, Exterior(2R) 4-9-8 to 7-1-4, Exterior(2E) 7-1-4 to 13-1-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 5, 7. 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss T11 Truss Type Flat Qty 7 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333572 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-1VneN7?VYmJzqDu5SsyAZxs8zQgqRE5yYYTM5jyQaXr Scale = 1:65.1 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 3x4 5x12 3x6 4x6 2x4 3x6 4x10 2x4 3x8 2x4 3x8 2x4 4x10 2x4 5x12 2x4 3x4 5x12 2x4 5x12 2x4 3x12 2x4 3x8 3x6 3x6 4x8 3-10-133-10-13 7-6-13-7-5 11-1-63-7-5 14-8-113-7-5 18-3-153-7-5 21-11-43-7-5 25-9-113-10-7 29-8-23-10-7 33-6-93-10-7 37-8-84-1-15 3-10-13 3-10-13 7-6-1 3-7-5 11-1-6 3-7-5 14-8-11 3-7-5 18-3-15 3-7-5 21-11-4 3-7-5 25-9-11 3-10-7 29-8-2 3-10-7 33-6-9 3-10-7 37-8-8 4-1-15 2-5-21-4-0Plate Offsets (X,Y)-- [1:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.49 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.17 0.02 0.04 (loc) 22 22-24 19 22 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 148 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* 3-25,3-22,5-22,5-20,8-20: 2x4 SPF No.2 OTHERS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-4-5 oc bracing: 19-20 4-4-12 oc bracing: 17-19. REACTIONS. (size)14=0-3-8, 19=0-5-8, 28=0-4-6 Max Horz 28=36(LC 9) Max Uplift 14=-22(LC 10), 19=-97(LC 6), 28=-36(LC 7) Max Grav 14=484(LC 1), 19=2166(LC 1), 28=800(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1186/138, 2-3=-1186/138, 3-4=-1712/194, 4-5=-1712/194, 8-9=-23/320, 9-10=-23/320, 10-12=-609/81, 12-13=-609/81, 13-14=-453/65 BOT CHORD 24-25=-163/1738, 22-24=-163/1738, 21-22=-101/1132, 20-21=-101/1132, 19-20=-1691/191, 17-19=-1691/191, 16-17=-34/476, 15-16=-34/476 WEBS 1-25=-124/1191, 2-25=-300/65, 3-25=-641/69, 4-22=-284/63, 5-22=-68/674, 5-20=-1363/142, 7-20=-263/60, 8-20=-197/1917, 8-19=-2069/249, 8-17=-161/1566, 9-17=-293/67, 10-17=-909/96, 12-15=-336/75, 13-15=-69/659, 1-28=-894/96 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-7-4 to 6-7-4, Exterior(2) 6-7-4 to 31-6-12, Corner(3) 31-6-12 to 37-6-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Bearing at joint(s) 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 19, 28. 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss T13 Truss Type Roof Special Qty 6 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333573 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-ztvOno0l3NZh3X2TZH_eeMxS0DIEv7DE0syT9cyQaXp Scale = 1:65.1 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 31 3x4 5x12 3x6 4x6 2x4 3x6 2x4 12x20 2x4 5x12 2x4 3x12 2x4 3x8 2x4 3x12 2x4 5x12 2x4 2x4 4x10 2x4 3x8 2x4 4x10 3x6 4x8 3-10-3 3-10-3 7-4-13 3-6-11 10-11-8 3-6-11 14-6-3 3-6-11 18-0-13 3-6-11 21-7-8 3-6-11 21-10-4 0-2-12 22-1-0 0-2-12 25-11-0 3-10-0 29-9-0 3-10-0 33-7-0 3-10-0 37-8-8 4-1-8 3-10-3 3-10-3 7-4-13 3-6-11 10-11-8 3-6-11 14-6-3 3-6-11 18-0-13 3-6-11 21-7-8 3-6-11 22-1-0 0-5-8 25-11-0 3-10-0 29-9-0 3-10-0 33-7-0 3-10-0 37-8-8 4-1-8 2-5-21-4-0Plate Offsets (X,Y)-- [1:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.78 0.75 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.23 -0.01 0.05 (loc) 22 22 14 22 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 148 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 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 28=0-3-8, 29=0-4-6 Max Horz 29=36(LC 9) Max Uplift 14=-30(LC 6), 28=-92(LC 7), 29=-41(LC 6) Max Grav 14=668(LC 1), 28=1846(LC 1), 29=925(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1389/160, 2-3=-1389/160, 3-4=-2352/261, 4-5=-2352/261, 5-7=-1110/134, 7-8=-1110/134, 8-9=-719/94, 9-10=-719/94, 10-12=-947/117, 12-13=-947/117, 13-14=-637/84 BOT CHORD 23-25=-207/2148, 22-23=-207/2148, 21-22=-194/2013, 20-21=-194/2013, 19-20=-393/53, 8-28=-1825/224, 17-18=-396/53, 16-17=-106/1152, 15-16=-106/1152 WEBS 1-25=-147/1409, 2-25=-300/64, 3-25=-886/94, 4-22=-279/62, 5-22=-39/395, 5-20=-1054/110, 8-20=-176/1726, 8-17=-128/1259, 9-17=-276/65, 10-17=-496/52, 12-15=-331/74, 13-15=-109/1041, 1-29=-1031/110 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-7-4 to 6-7-4, Exterior(2) 6-7-4 to 31-6-12, Corner(3) 31-6-12 to 37-6-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Bearing at joint(s) 28, 29 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 28, 29. 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss T14 Truss Type Flat Qty 1 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333574 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-S4Tm?81NqhhYhgdg7?WtBZUkBdnwelHOFWi0h2yQaXo Scale = 1:18.4 1 2 3 4 8 7 6 5 910 2x4 6x16 2x4 3x4 3x8 2x4 2x4 3x8 4x6 3-7-53-7-5 6-7-73-0-1 9-9-43-1-13 3-7-5 3-7-5 6-7-7 3-0-1 9-9-4 3-1-13 2-5-21-4-0LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.15 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) 6-7 6-7 5 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 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 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 10=0-4-6 Max Horz 10=36(LC 9) Max Uplift 5=-21(LC 6), 10=-19(LC 7) Max Grav 5=440(LC 1), 10=402(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-475/169, 2-3=-475/169 BOT CHORD 6-7=-124/452, 5-6=-124/452 WEBS 1-7=-147/460, 2-7=-256/119, 3-5=-536/171, 1-10=-453/148 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 10. 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss T15 Truss Type Flat Qty 5 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333575 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-wG18CU2?b?pPIqBshi16kn0yg19_NEiXTARaEUyQaXn Scale = 1:17.0 1 2 3 6 5 4 78 2x4 6x16 2x4 2x4 3x8 3x4 4x6 2-10-42-10-4 5-3-02-4-12 2-10-4 2-10-4 5-3-0 2-4-12 2-5-21-4-0LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.03 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.01 0.00 (loc) 5 5 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 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 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-5-8, 8=0-4-6 Max Horz 8=36(LC 9) Max Uplift 4=-12(LC 6), 8=-11(LC 7) Max Grav 4=228(LC 1), 8=192(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 8. 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss T16 Truss Type Flat Qty 2 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333576 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-OSbXQq3dMIxGw_m2FQYLG_Z5YRL86UkhiqB7mxyQaXm Scale = 1:38.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 2x4 4x8 3x6 4x8 2x4 3x6 5x12 2x4 3x12 2x4 3x8 2x4 2x4 3x12 2x4 5x12 3-10-73-10-7 7-7-33-8-11 11-3-143-8-11 15-0-93-8-11 18-9-53-8-11 22-7-123-10-7 3-10-7 3-10-7 7-7-3 3-8-11 11-3-14 3-8-11 15-0-9 3-8-11 18-9-5 3-8-11 22-7-12 3-10-7 2-5-2LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.67 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.29 0.06 0.07 (loc) 12 12 9 12 l/defl >999 >918 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-11 oc bracing. REACTIONS. (size)16=0-3-8, 9=0-3-8 Max Horz 16=-40(LC 6) Max Uplift 16=-48(LC 6), 9=-48(LC 7) Max Grav 16=1043(LC 1), 9=1043(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1010/185, 1-2=-1554/273, 2-3=-1554/273, 3-4=-2758/449, 4-5=-2758/449, 5-7=-1554/273, 7-8=-1554/273, 8-9=-1010/185 BOT CHORD 13-15=-371/2458, 12-13=-371/2458, 11-12=-371/2458, 10-11=-371/2458 WEBS 1-15=-286/1754, 2-15=-314/100, 3-15=-1041/155, 3-12=-48/346, 4-12=-297/79, 5-12=-48/346, 5-10=-1041/155, 7-10=-314/100, 8-10=-286/1754 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 16-6-0, Corner(3) 16-6-0 to 22-6-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 16, 9. 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss T17 Truss Type Flat Qty 3 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333577 8.240 s Apr 4 2020 MiTek Industries, Inc. Fri Oct 23 13:05:32 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-neoYF9Ef8xM0TjYXOeLVyfGg5eAunlK?H4S7EuyQWsH Scale = 1:20.6 1 2 3 4 5 10 9 8 7 6 2x4 3x6 2x4 3x6 3x4 3x8 2x4 3x4 3x6 3x6 3-1-15 3-1-15 6-2-2 3-0-3 9-2-5 3-0-3 12-4-4 3-1-15 3-1-15 3-1-15 6-2-2 3-0-3 9-2-5 3-0-3 12-4-4 3-1-15 2-5-2LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.12 0.17 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 0.01 0.01 (loc) 8 8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 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)10=563/Mechanical, 6=563/0-3-8 Max Horz 10=30(LC 9) Max Uplift 10=-27(LC 6), 6=-27(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-538/171, 1-2=-625/183, 2-3=-816/242, 3-4=-816/242, 4-5=-625/194, 5-6=-538/165 BOT CHORD 8-9=-137/625, 7-8=-149/625 WEBS 1-9=-218/744, 2-9=-394/155, 4-7=-394/145, 5-7=-204/744 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 10 and 27 lb uplift at joint 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. October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKeznie 12 Hamlet Job Reference (optional) I43333578 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-KriHrW4uuwBz9IwRMqapLPeO9E2caUCz98gEqpyQaXk Scale = 1:60.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10181920212223 4x6 3x6 2x4 4x6 3x8 5x12 2x4 2x4 5x12 5x8 3x8 5x6 2x4 4x6 4x6 6-0-06-0-0 12-4-126-4-12 19-9-147-5-2 27-3-07-5-2 33-3-06-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 12-4-12 6-4-12 19-9-14 7-5-2 27-3-0 7-5-2 33-3-0 6-0-0 34-5-8 1-2-8 2-2-45-0-95-2-42-2-45-0-96.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-2-8], [7:0-4-0,0-1-15], [8:0-3-0,0-1-12], [11:0-3-8,0-1-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.55 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.14 0.00 0.06 (loc) 11-13 11-13 10 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 320 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-13,7-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)17=0-3-8, 14=0-3-8, 10=0-3-8 Max Horz 17=87(LC 7) Max Uplift 17=-129(LC 29), 14=-669(LC 5), 10=-348(LC 9) Max Grav 17=531(LC 15), 14=3777(LC 1), 10=2039(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-390/170, 3-4=-279/179, 4-6=-2213/505, 6-7=-2216/507, 7-8=-2436/527, 2-17=-478/165, 8-10=-2028/385 BOT CHORD 14-16=-610/183, 13-14=-610/183, 11-13=-416/2078 WEBS 3-16=-440/108, 4-16=-65/763, 4-14=-2802/535, 4-13=-706/3330, 6-13=-657/151, 7-13=-59/270, 7-11=-208/496, 8-11=-441/2106 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=129, 14=669, 10=348. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 549 lb down and 143 lb up at 13-4-8, 253 lb down and 88 lb up at 15-3-12, 253 lb down and 88 lb up at 17-3-12, 253 lb down and 88 lb up at 19-3-12, 253 lb down and 88 lb up at 21-3-12, 253 lb down and 88 lb up at 23-3-12, and 253 lb down and 88 lb up at 25-3-12, and 653 lb down and 266 lb up at 27-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKeznie 12 Hamlet Job Reference (optional) I43333578 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:23 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-KriHrW4uuwBz9IwRMqapLPeO9E2caUCz98gEqpyQaXk LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-7=-80, 7-8=-80, 8-9=-80, 10-17=-20 Concentrated Loads (lb) Vert: 11=-653 12=-253 18=-549(B) 19=-253 20=-253 21=-253 22=-253 23=-253 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 McKeznie 12 Hamlet Job Reference (optional) I43333579 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-GDq1FB68QXRhPb4pUFcHRqkmk2ov2RNGdS9LviyQaXi Scale = 1:25.9 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 4x6 4x6 2x4 2x4 3x8 3x4 3x6 3x6 3x8 2-0-02-0-0 11-3-09-3-0 13-3-02-0-0 -1-2-8 1-2-8 2-0-0 2-0-0 6-7-8 4-7-8 11-3-0 4-7-8 13-3-0 2-0-0 14-5-8 1-2-8 2-2-43-0-93-2-42-2-43-0-96.00 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 0.36 0.30 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 0.01 0.06 (loc) 9-10 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 65 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 8=0-3-8 Max Horz 11=68(LC 7) Max Uplift 11=-181(LC 4), 8=-194(LC 5) Max Grav 11=756(LC 1), 8=756(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-465/181, 3-4=-396/167, 4-5=-396/177, 5-6=-465/193, 2-11=-804/222, 6-8=-804/239 BOT CHORD 9-10=-256/782 WEBS 4-10=-453/125, 4-9=-453/112, 2-10=-205/587, 6-9=-222/592 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=181, 8=194. 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 36 lb up at 2-0-0, 42 lb down and 14 lb up at 4-0-12, 42 lb down and 14 lb up at 6-0-12, 42 lb down and 14 lb up at 8-0-12, and 42 lb down and 14 lb up at 10-0-12, and 49 lb down and 36 lb up at 11-3-0 on top chord, and 26 lb down and 79 lb up at 2-0-0, 25 lb down and 45 lb up at 4-0-12, 25 lb down and 45 lb up at 6-0-12, 25 lb down and 45 lb up at 8-0-12, and 25 lb down and 45 lb up at 10-0-12, and 26 lb down and 79 lb up at 11-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-5=-80, 5-6=-80, 6-7=-80, 8-11=-20 October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 12 Hamlet Job Reference (optional) I43333580 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-kQOQTX7mBraY0lf01z8Wz2GymS8pnqPQs6uuR8yQaXh Scale = 1:18.4 1 2 3 4 8 7 6 5 9 10 11 12 2x4 4x6 2x4 4x6 4x10 2x4 2x4 4x10 3-4-43-4-4 6-6-123-2-8 9-11-03-4-4 3-4-4 3-4-4 6-6-12 3-2-8 9-11-0 3-4-4 2-5-2LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.26 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 0.01 0.01 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-3-8 Max Horz 8=-37(LC 4) Max Uplift 8=-213(LC 4), 5=-207(LC 5) Max Grav 8=1750(LC 1), 5=1742(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1641/193, 1-2=-1978/262, 2-3=-1978/262, 4-5=-455/36 BOT CHORD 6-7=-272/2005, 5-6=-272/2005 WEBS 1-7=-299/2235, 2-7=-1005/81, 3-5=-2277/300 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=213, 5=207. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 74 lb up at 1-10-4, 99 lb down and 74 lb up at 3-10-4, and 99 lb down and 74 lb up at 5-10-4, and 99 lb down and 74 lb up at 7-10-4 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: 1-4=-310, 5-8=-13 Continued on page 2 October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 12 Hamlet Job Reference (optional) I43333580 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:26 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-kQOQTX7mBraY0lf01z8Wz2GymS8pnqPQs6uuR8yQaXh LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-95 10=-95 11=-95 12=-95 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss TG04 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 12 Hamlet Job Reference (optional) I43333581 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-hoWAuD80jSqGG3pO9OA_2TMIGFp9FjPjJQN?W1yQaXf Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 2x4 4x6 3x6 4x6 2x4 4x8 4x8 2x4 3x8 2x4 4x8 2x4 3x12 2x4 4x10 2x4 2x4 4x10 2x4 4x8 2x4 3x8 2x4 4x8 3x6 4x8 3-10-133-10-13 7-6-13-7-5 11-1-63-7-5 14-8-113-7-5 18-3-153-7-5 21-11-43-7-5 25-9-113-10-7 29-8-23-10-7 33-6-93-10-7 37-8-84-1-15 3-10-13 3-10-13 7-6-1 3-7-5 11-1-6 3-7-5 14-8-11 3-7-5 18-3-15 3-7-5 21-11-4 3-7-5 25-9-11 3-10-7 29-8-2 3-10-7 33-6-9 3-10-7 37-8-8 4-1-15 2-5-2LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.33 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.11 0.01 0.03 (loc) 22-24 22-24 19 22-24 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 332 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,17-19.REACTIONS. (size)26=0-4-6, 14=0-3-8, 19=0-5-8 Max Horz 26=-39(LC 4) Max Uplift 26=-60(LC 4), 14=-30(LC 21), 19=-127(LC 5) Max Grav 26=964(LC 1), 14=450(LC 1), 19=2339(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-907/69, 1-2=-1443/97, 2-3=-1443/97, 3-4=-2257/161, 4-5=-2257/161, 8-9=-56/547, 9-10=-56/547, 10-12=-550/53, 12-13=-550/53, 13-14=-409/42 BOT CHORD 24-25=-178/2272, 22-24=-178/2272, 21-22=-105/1406, 20-21=-105/1406, 19-20=-1916/122, 17-19=-1916/122, 16-17=-61/365, 15-16=-61/365 WEBS 1-25=-101/1597, 2-25=-307/49, 3-25=-954/82, 4-22=-277/45, 5-22=-84/980, 5-20=-1709/113, 7-20=-261/43, 8-20=-128/2112, 8-19=-2108/146, 8-17=-75/1549, 9-17=-293/47, 10-17=-1033/56, 12-15=-336/53, 13-15=-44/582 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 14 except (jt=lb) 19=127. 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) 261 lb down and 46 lb up at 9-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss TG04 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 12 Hamlet Job Reference (optional) I43333581 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:28 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-hoWAuD80jSqGG3pO9OA_2TMIGFp9FjPjJQN?W1yQaXf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-13=-80, 14-26=-13 Concentrated Loads (lb) Vert: 23=-261(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss TG05 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 12 Hamlet Job Reference (optional) I43333582 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-9?4Y5Z9fUmy7tDObj5hDbguWufC8_JbsY47Y2TyQaXe Scale = 1:15.212 4 3 5 2x4 3x4 2x4 4x6 2-0-122-0-12 2-0-12 2-0-12 2-5-2LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.09 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=0-3-8 Max Horz 4=-39(LC 4) Max Uplift 4=-37(LC 4), 3=-41(LC 5) Max Grav 4=270(LC 1), 3=326(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 431 lb down and 29 lb up at 1-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-13 Concentrated Loads (lb) Vert: 5=-431(F) October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss TG06 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 12 Hamlet Job Reference (optional) I43333583 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-5NBJWFAv0NCr7XXzqWjhg5_oZTkbS539?Ocf7LyQaXc Scale = 1:38.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 917 2x4 4x8 4x6 4x8 2x4 5x6 8x10 2x4 5x12 2x4 4x10 2x4 2x4 4x10 2x4 5x12 3-10-73-10-7 7-7-33-8-11 11-3-143-8-11 15-0-93-8-11 18-9-53-8-11 22-7-123-10-7 3-10-7 3-10-7 7-7-3 3-8-11 11-3-14 3-8-11 15-0-9 3-8-11 18-9-5 3-8-11 22-7-12 3-10-7 2-5-2LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.73 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.29 0.04 0.05 (loc) 12-13 12-13 9 12-13 l/defl >999 >936 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 252 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 9-14: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-15,3-15,3-12,5-12,5-10,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-3-8, 9=0-3-8 Max Horz 16=-37(LC 4) Max Uplift 16=-89(LC 4), 9=-81(LC 5) Max Grav 16=2233(LC 1), 9=2010(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2144/97, 1-2=-3816/154, 2-3=-3816/154, 3-4=-8486/320, 4-5=-8486/320, 5-7=-3412/140, 7-8=-3412/140, 8-9=-1937/90 BOT CHORD 13-15=-294/7231, 12-13=-294/7231, 11-12=-254/6220, 10-11=-254/6220 WEBS 1-15=-166/4237, 2-15=-295/50, 3-15=-3862/149, 3-13=0/808, 3-12=-53/1420, 5-12=-93/2563, 5-10=-3175/125, 7-10=-262/58, 8-10=-150/3787 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2156 lb down and 77 lb up at 10-2-0 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 October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss TG06 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 12 Hamlet Job Reference (optional) I43333583 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:31 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-5NBJWFAv0NCr7XXzqWjhg5_oZTkbS539?Ocf7LyQaXc LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-8=-80, 9-16=-13 Concentrated Loads (lb) Vert: 17=-2156(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss TG07 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 12 Hamlet Job Reference (optional) I43333584 8.240 s Apr 4 2020 MiTek Industries, Inc. Fri Oct 23 13:07:37 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-dhsoUuk3iL5HzwbYCO5pW0x?C1sPZJmP01EF78yQWqK Scale = 1:14.8123 6 5 4 2x4 6x6 2x4 3x12 3x6 6x6 2-4-42-4-4 4-8-82-4-4 2-4-4 2-4-4 4-8-8 2-4-4 2-5-2LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.09 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x10 SP No.1 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=1977/0-3-8, 4=1977/Mechanical Max Horz 6=-34(LC 4) Max Uplift 6=-95(LC 4), 4=-95(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1644/87, 1-2=-881/39, 2-3=-881/39, 3-4=-1644/87 WEBS 1-5=-59/1140, 2-5=-830/58, 3-5=-59/1140 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, 2x10 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 6 and 95 lb uplift at joint 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-605(F=-525), 4-6=-290(F=-277) October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss TG08 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 12 Hamlet Job Reference (optional) I43333585 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-ZalhkbBXmhKilg69ODEwDJWy6s7VBYLIE1LCfoyQaXb Scale = 1:27.0 1 2 3 4 5 10 9 8 7 6 11 12 3x4 4x8 3x4 5x12 2x4 2x4 3x8 2x4 5x12 4x8 4-0-144-0-14 8-0-03-11-2 11-11-23-11-2 16-0-04-0-14 4-0-14 4-0-14 8-0-0 3-11-2 11-11-2 3-11-2 16-0-0 4-0-14 2-5-2LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.56 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.12 0.02 0.03 (loc) 8 8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 165 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-9,3-9,3-7,5-7: 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)10=0-3-8, 6=0-5-8 Max Horz 10=28(LC 9) Max Uplift 10=-115(LC 6), 6=-114(LC 7) Max Grav 10=2540(LC 1), 6=2540(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-2451/176, 1-2=-3874/250, 2-3=-3874/250, 3-4=-3874/259, 4-5=-3874/259, 5-6=-2451/172 BOT CHORD 8-9=-290/5139, 7-8=-290/5139 WEBS 1-9=-271/4218, 2-9=-1280/126, 3-9=-1416/85, 3-7=-1416/75, 4-7=-1280/125, 5-7=-262/4218 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 9-10-4, Corner(3) 9-10-4 to 15-10-4 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=115, 6=114. 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) 16 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Continued on page 2 October 23,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job HAM 12 Truss TG08 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 12 Hamlet Job Reference (optional) I43333585 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Oct 23 08:54:32 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-ZalhkbBXmhKilg69ODEwDJWy6s7VBYLIE1LCfoyQaXb LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-310, 6-10=-13 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-5=-79, 6-10=-13 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