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1450 Ocean Blvd RES20-0204 6 of 10 truss calcs_1 (1)6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: J200342-R - Grokulsky-McEwan Residence Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 66 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: . Customer Info: North FL Builders of Jacksonville Project Name: Grokulsky-McEwan Resd Model: . Subdivision: . Address: 1450 Ocean Dr, . State: FLCity: Atlantic Beach Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Jesse Jannette License #: 78623 Address: 12058 San Jose Blvd., #1001, . City: Jacksonville State: FL June 19,2020 Albani, Thomas The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Manning Building Supplies. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T20507074 A01 Date 6/19/202T20507075A026/19/203T20507076B016/19/204T20507077B026/19/205T20507078B036/19/206T20507079C016/19/207T20507080C026/19/208T20507081C036/19/209T20507082C046/19/2010T20507083D016/19/2011T20507084D026/19/2012T20507085D036/19/2013T20507086D046/19/2014T20507087D056/19/2015T20507088D066/19/2016T20507089D076/19/2017T20507090D086/19/2018T20507091D096/19/2019T20507092D106/19/2020T20507093D116/19/2021T20507094D126/19/2022T20507095D136/19/20 No.Seal#Truss Name 23 T20507096 D14 Date 6/19/2024T20507097E016/19/2025T20507098F016/19/2026T20507099F026/19/2027T20507100F036/19/2028T20507101F046/19/2029T20507102F056/19/2030T20507103F066/19/2031T20507104F076/19/2032T20507105F086/19/2033T20507106F096/19/2034T20507107F106/19/2035T20507108F116/19/2036T20507109F126/19/2037T20507110F136/19/2038T20507111F146/19/2039T20507112F156/19/2040T20507113F166/19/2041T20507114F176/19/2042T20507115F186/19/2043T20507116FG016/19/2044T20507117FG026/19/20 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: J200342-R - Grokulsky-McEwan Residence 2 of 2 Site Information: Lot/Block: . Customer Info: North FL Builders of Jacksonville Project Name: Grokulsky-McEwan Resd Model: . Subdivision: . Address: 1450 Ocean Dr, . State: FLCity: Atlantic Beach No.Seal#Truss Name 45 T20507118 G01 Date 6/19/2046T20507119G026/19/2047T20507120G036/19/2048T20507121G046/19/2049T20507122J016/19/2050T20507123J026/19/2051T20507124J036/19/2052T20507125J046/19/2053T20507126J056/19/2054T20507127J066/19/2055T20507128J076/19/2056T20507129J086/19/2057T20507130J096/19/2058T20507131J106/19/2059T20507132J116/19/2060T20507133J126/19/2061T20507134J136/19/2062T20507135J146/19/2063T20507136J156/19/2064T20507137J166/19/2065T20507138J176/19/2066T20507139J186/19/20 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 4 12 =2x4 1 3 2 2-0-0 2-0-0 0 -8 -4 0 -0 -4 0 -8 -4 Scale = 1:17.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight: 5 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horiz 1=20 (LC 12) Max Uplift 1=-20 (LC 12), 2=-2 (LC 12), 3=-23 (LC 12) Max Grav 1=74 (LC 1), 2=33 (LC 3), 3=48 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-84/76 BOT CHORD 1-3=-109/74 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1, 23 lb uplift at joint 3 and 2 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507074A01Monopitch Supported Gable 2 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:08 Page: 1 ID:nJDYDVeO_wtVLobhNtgdNlz54c9-?VMcnCJmHHsKSt?QoZNszjJdKVrlryGMxFB9?Xz5?AZ June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 4 12 =3x4 =2x4 =1.5x4 3 1 2 2-0-0 2-0-0 1 -4 -11 0 -8 -11 1 -4 -11 Scale = 1:20.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL)0.00 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT)0.00 3-6 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 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)1=0-3-8, 3= Mechanical Max Horiz 1=40 (LC 11) Max Uplift 1=-20 (LC 12), 3=-22 (LC 9) Max Grav 1=69 (LC 1), 3=69 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-42/32, 2-3=-52/75 BOT CHORD 1-3=-64/35 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)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 3-06-00 tall by 2-00-00 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 20 lb uplift at joint 1 and 22 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507075A02Monopitch91J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:10 Page: 1 ID:k3t52E79YU_WJFXp1fjp7rz53pA-tGb7daMHLVMmxUIB1OSo8ZUJw6DunmFxss9M8Iz5?AV June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 4 12 =2x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 1 5 4 8 9 2 3 5-10-0 5-10-0 1 -11 -9 0 -0 -4 1 -11 -9 Scale = 1:21.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=5-10-0, 4=5-10-0, 5=5-10-0 Max Horiz 1=78 (LC 9) Max Uplift 1=-30 (LC 12), 4=-10 (LC 9), 5=-97 (LC 12) Max Grav 1=117 (LC 1), 4=19 (LC 19), 5=285 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-212/212, 8-9=-147/77, 2-9=-144/82, 2-3=-53/44, 3-4=-30/74 BOT CHORD 1-5=-239/210, 4-5=-37/49 WEBS 2-5=-178/288 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner (3) 0-0-0 to 3-0-0, Exterior (2) 3-0-0 to 5-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 30 lb uplift at joint 1, 10 lb uplift at joint 4 and 97 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507076B01Monopitch Supported Gable 1 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:10 Page: 1 ID:Iab_W0A9lPHX5DyHQfFRTUz53mX-tGb7daMHLVMmxUIB1OSo8ZUH86B0nmTxss9M8Iz5?AV June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 4 12 =3x6 =3x4 =1.5x4 =1.5x4 4 1 2 9 10 3 5-10-0 5-10-0 2 -8 -0 0 -8 -11 2 -8 -0 Scale = 1:24.8 Plate Offsets (X, Y):[1:0-2-12,0-0-5] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL)0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT)-0.10 4-7 >675 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.03 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 4= Mechanical Max Horiz 1=101 (LC 11) Max Uplift 1=-61 (LC 12), 4=-66 (LC 12) Max Grav 1=210 (LC 1), 4=210 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-296/0, 2-9=-97/67, 9-10=-96/68, 3-10=-95/78, 3-4=-139/173 BOT CHORD 1-4=-285/186 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 5-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)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 3-06-00 tall by 2-00-00 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 61 lb uplift at joint 1 and 66 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507077B02Monopitch61J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:11 Page: 1 ID:awWd_PGY5Z9YQI_eLdt4Fyz53mQ-tGb7daMHLVMmxUIB1OSo8ZUDT689nmFxss9M8Iz5?AV June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 412 =3x6 =3x4 =1.5x4 =1.5x4 4 1 2 9 10 3 7-6-0 7-6-0 3 -2 -11 0 -8 -11 3 -2 -11 Scale = 1:27 Plate Offsets (X, Y):[1:0-2-12,0-0-5] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL)0.15 4-7 >608 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT)-0.28 4-7 >310 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.06 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight: 30 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 4= Mechanical Max Horiz 1=126 (LC 11) Max Uplift 1=-79 (LC 12), 4=-86 (LC 12) Max Grav 1=272 (LC 1), 4=272 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-445/0, 2-9=-115/77, 9-10=-111/81, 3-10=-111/94, 3-4=-179/198 BOT CHORD 1-4=-385/256 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 7-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)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 3-06-00 tall by 2-00-00 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 79 lb uplift at joint 1 and 86 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507078B03Monopitch41J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:11 Page: 1 ID:EVmb3KckGTpQPliCXDutx4z53lz-MT9VqwNv6pUdZetOa6z1gn0JbWRrWDV55Wuwgkz5?AU June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 12 12 =4x7 =3x4 =5x8 =4x7 =6x6 =5x5 =6x10 =5x8 = 5x8 =1.5x4 =4x7 =3x4 =5x8 Special NAILED NAILED NAILED Special NAILED Special NAILED NAILED Special NAILED 10 9 3013 81 12 2627 28 29 11 2 7 3 4 22 23 24 5 25 6 2-3-4 2-3-4 3-3-4 13-7-8 4-4-12 10 -4-4 3-8-4 5-11-8 5-11-8 19 -7-0 1-0-0 11-6-0 1-0-0 3-5-0 1-11-12 13 -5-12 2-5-0 2-5-0 6-1-4 19 -7-0 7-1-0 10-6-0 0 -9 -13 4 -3 -8 1 -0 -0 Scale = 1:44.1 Plate Offsets (X, Y):[4:0-2-8,0-2-1], [5:0-3-8,0-2-8], [6:0-5-4,0-2-0], [10:0-5-4,0-2-0], [11:0-5-4,0-3-4], [13:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL)0.23 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT)-0.44 11-12 >535 180 BCLL 0.0*Rep Stress Incr NO WB 1.00 Horz(CT)0.18 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 108 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E *Except* 4-6:2x4 SP No.2 BOT CHORD 2x4 SP 2250F 1.9E *Except* 1-13:2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-4 oc bracing. REACTIONS (size)1=0-5-0, 8= Mechanical Max Horiz 1=-93 (LC 6) Max Uplift 1=-693 (LC 8), 8=-694 (LC 8) Max Grav 1=1533 (LC 13), 8=1525 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-379/171, 2-3=-2158/1019, 3-4=-3754/1705, 4-22=-3019/1486, 22-23=-3019/1486, 23-24=-3019/1486, 5-24=-3019/1486, 5-25=-2188/1118, 6-25=-2188/1118, 6-7=-2307/1114, 7-8=-535/167 BOT CHORD 1-13=-782/1780, 12-13=-1027/2420, 12-26=-1213/2631, 26-27=-1213/2631, 27-28=-1213/2631, 28-29=-1213/2631, 11-29=-1213/2631, 10-11=-1955/4447, 9-10=-861/1925, 9-30=-863/1922, 8-30=-863/1922 WEBS 3-13=-1845/780, 3-12=-844/2023, 4-11=-236/562, 5-11=-1210/2996, 6-10=-322/606, 6-9=0/303, 4-12=-315/996, 5-10=-3592/1589 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 3-06-00 tall by 2-00-00 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 693 lb uplift at joint 1 and 694 lb uplift at joint 8. 8)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 594 lb down and 408 lb up at 6-0-0, and 451 lb down and 367 lb up at 13-8-0 on top chord, and 90 lb down and 10 lb up at 6-2-2, and 166 lb down and 35 lb up at 13-5-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=-54, 4-6=-54, 6-8=-54, 13-14=-20, 12-13=-20, 11-12=-20, 10-11=-20, 10-18=-20 Concentrated Loads (lb) Vert: 4=-522 (B), 6=-379 (B), 9=-138 (B), 22=-92 (B), 24=-92 (B), 25=-92 (B), 26=-10 (B), 27=-65 (B), 28=-53 (B), 29=-53 (B), 30=-81 (B) Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507079C01Hip Girder 1 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:11 Page: 1 ID:HUu3uJrq_n_ECiDQwNw2zjz5Kd1-MT9VqwNv6pUdZetOa6z1gn0J3WO?W_p55Wuwgkz5?AU June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 12 12 =3x8 =3x4 =5x8 =3x5 =5x5 =5x5 =3x4 =M18SHS 5x8 = 5x5 =4x7 =3x4 =3x8 8 2712 71 11 10 9 2 6 3 21 26 22 25 23 244 5 2-3-4 2-3-4 3-8-0 11-7-8 5-8-4 7-11-8 7-11-8 19-7-0 1-0-0 11-6-0 1-0-0 3-5-0 2-4-12 10 -6-0 2-5-0 2-5-0 4-8-4 8-1-4 8-1-0 19-7-0 0 -9 -13 5 -5 -8 1 -0 -0 Scale = 1:45.1 Plate Offsets (X, Y):[1:0-3-8,Edge], [4:0-2-8,0-2-1], [5:0-5-4,0-2-0], [7:0-5-12,Edge], [8:0-4-12,0-0-8], [9:0-3-8,Edge], [12:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL)-0.10 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT)-0.22 8-19 >999 180 M18SHS 244/190 BCLL 0.0*Rep Stress Incr YES WB 0.18 Horz(CT)0.10 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 104 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 2250F 1.9E *Except* 1-12,8-7:2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-8-7 oc bracing. REACTIONS (size)1=0-5-0, 7= Mechanical Max Horiz 1=-124 (LC 10) Max Uplift 1=-219 (LC 12), 7=-219 (LC 12) Max Grav 1=725 (LC 1), 7=725 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-162/72, 2-3=-998/435, 3-21=-1571/654, 21-22=-1532/658, 4-22=-1492/676, 4-23=-888/445, 23-24=-888/445, 5-24=-888/445, 5-25=-824/384, 25-26=-848/366, 6-26=-867/363, 6-7=-406/95 BOT CHORD 1-12=-348/882, 11-12=-446/1140, 10-11=-254/904, 9-10=-209/708, 8-9=-197/648, 8-27=-211/710, 7-27=-211/710 WEBS 3-12=-819/356, 3-11=-163/653, 4-10=-18/220, 5-10=-76/339, 5-8=-86/80, 4-11=-269/601 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 8-0-0, Exterior (2) 8-0-0 to 15-10-15, Interior (1) 15-10-15 to 19-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 219 lb uplift at joint 1 and 219 lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507080C02Hip11J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:12 Page: 1 ID:WyP1CalptKzNFUcuSimAf1z5Kd9-qfjt2GOXt7dUAoSa8pUGD_ZWvwmtFewEJAeTCAz5?AT June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 12 12 =3x8 =3x4 =5x8 =3x5 =5x5 =5x10 =5x5 = 6x6 =1.5x4 =3x4 =3x8 811 1 7 10 9 2 6 3 20 23 5 21 22 4 2-3-4 2-3-4 4-10-12 14-8-4 4-10 -12 19-7-0 7-6-4 9-9-8 1-0-0 3-5-0 1-0-0 11-6-0 2-5-0 2-5-0 7-1-0 10 -6-0 8-1-0 19-7-0 0 -9 -13 6 -6 -5 1 -0 -0 Scale = 1:50.1 Plate Offsets (X, Y):[1:0-3-8,Edge], [7:0-5-12,Edge], [8:0-2-8,Edge], [11:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL)-0.12 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT)-0.26 9-10 >900 180 BCLL 0.0*Rep Stress Incr YES WB 0.42 Horz(CT)0.08 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 110 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 8-7-12 oc bracing. REACTIONS (size)1=0-5-0, 7= Mechanical Max Horiz 1=152 (LC 11) Max Uplift 1=-219 (LC 12), 7=-219 (LC 12) Max Grav 1=725 (LC 1), 7=725 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-225/102, 2-3=-1036/432, 3-20=-1700/642, 20-21=-1682/658, 4-21=-1656/673, 4-22=-834/368, 5-22=-851/355, 5-23=-918/390, 6-23=-967/381, 6-7=-551/0 BOT CHORD 1-11=-356/928, 10-11=-460/1256, 9-10=-133/702, 8-9=-217/1154, 7-8=-258/798 WEBS 3-11=-976/379, 3-10=-112/696, 4-9=-132/892, 4-10=-366/940, 4-8=-659/58, 5-8=-254/174 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 9-10-0, Exterior (2) 9-10-0 to 12-10-0, Interior (1) 12-10-0 to 19-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 3-06-00 tall by 2-00-00 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 219 lb uplift at joint 1 and 219 lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507081C03Roof Special 1 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:12 Page: 1 ID:tvCwGIpxiscfLFVrEFMLM4z5Kd4-qfjt2GOXt7dUAoSa8pUGD_ZR6wm4FaCEJAeTCAz5?AT June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 =3x8 =3x4 =1.5x4 =4x4 =3x8 =1.5x4 =3x4 =3x8 8 1 7 2 6 17 20 3 5 18 19 4 5-0-4 5-0-4 4-9-4 9-9-8 4-9-4 14 -6-12 5-0-4 19-7-0 9-9-8 9-9-8 9-9-8 19-7-0 0 -9 -13 6 -6 -5 Scale = 1:45.9 Plate Offsets (X, Y):[1:0-3-8,Edge], [7:0-5-12,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL)-0.12 8-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT)-0.25 8-15 >953 180 BCLL 0.0*Rep Stress Incr YES WB 0.18 Horz(CT)0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 95 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (size)1=0-5-0, 7= Mechanical Max Horiz 1=-152 (LC 10) Max Uplift 1=-219 (LC 12), 7=-219 (LC 12) Max Grav 1=725 (LC 1), 7=725 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-702/0, 2-17=-961/382, 3-17=-912/391, 3-18=-782/315, 4-18=-763/328, 4-19=-763/328, 5-19=-782/315, 5-20=-912/391, 6-20=-961/381, 6-7=-642/0 BOT CHORD 1-8=-257/806, 7-8=-258/795 WEBS 4-8=-159/527, 5-8=-297/197, 3-8=-297/196 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 9-10-0, Exterior (2) 9-10-0 to 12-10-0, Interior (1) 12-10-0 to 19-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 3-06-00 tall by 2-00-00 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 219 lb uplift at joint 1 and 219 lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507082C04Common11J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:12 Page: 1 ID:WyP1CalptKzNFUcuSimAf1z5Kd9-qfjt2GOXt7dUAoSa8pUGD_ZbhwgwFe_EJAeTCAz5?AT June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 1212 =4x10 =3x4 =5x8 =4x7 =6x6 =3x5 =4x7 =6x6 =5x14 =1.5x4 =M18SHS 6x12 =3x4 =7x10 =1.5x4 =4x7 =3x4 =4x10 Special NAILED NAILED NAILED NAILED Special NAILED NAILED HTU26 17 12 11 3736 13 101 34 35163315 14 2 9 3 4 5 26 27 286 29 30 31 7 832 1-3-8 3-6-12 2-3-4 2-3-4 4-4-12 7-11-8 6-9-0 25-11-8 7-11-8 33-11-0 11-3-0 19 -2-8 1-0-0 3-5-0 2-5-0 2-5-0 4-4-4 12-5-8 4-8-4 8-1-4 6-7-4 19 -0-12 6-9-0 25-9-12 8-1-4 33-11-0 0 -9 -13 1 -0 -0 5 -5 -8 1 -0 -0 Scale = 1:59.7 Plate Offsets (X, Y):[1:0-3-8,Edge], [5:0-5-4,0-2-0], [8:0-5-4,0-1-12], [10:0-5-12,Edge], [12:0-4-12,0-3-4], [14:0-5-8,0-2-0], [16:0-3-0,0-3-4], [17:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL)0.28 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT)-0.50 12-13 >811 180 M18SHS 244/190 BCLL 0.0*Rep Stress Incr NO WB 0.54 Horz(CT)0.20 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 397 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E *Except* 5-8:2x4 SP No.2 BOT CHORD 2x4 SP 2250F 1.9E *Except* 1-17,17-16:2x4 SP No.2, 13-12:2x6 SP DSS WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-4 oc bracing. REACTIONS (size)1=0-5-0, 10=0-5-0 Max Horiz 1=-124 (LC 6) Max Uplift 1=-1386 (LC 8), 10=-890 (LC 8) Max Grav 1=3423 (LC 1), 10=2436 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1571/643, 2-3=-4866/2009, 3-4=-8420/3458, 4-5=-6991/2916, 5-26=-7684/3146, 26-27=-7684/3146, 27-28=-7684/3146, 6-28=-7684/3146, 6-29=-7581/3105, 29-30=-7581/3105, 30-31=-7581/3105, 7-31=-7581/3105, 7-32=-5539/2213, 8-32=-5539/2213, 8-9=-3929/1477, 9-10=-1329/358 BOT CHORD 1-17=-1550/3863, 16-17=-2017/5042, 16-33=-2973/7362, 15-33=-2973/7362, 15-34=-2402/6042, 34-35=-2402/6042, 14-35=-2402/6042, 13-14=-520/1558, 6-14=-631/407, 13-36=-589/1589, 12-36=-581/1565, 11-12=-1148/3277, 11-37=-1151/3277, 10-37=-1151/3277 WEBS 3-17=-3745/1518, 3-16=-1933/4781, 4-16=-270/797, 4-15=-1473/622, 5-15=-478/1351, 5-14=-770/2246, 12-14=-1454/3968, 7-14=-1090/2509, 7-12=-1762/786, 8-12=-1150/2924, 8-11=-71/170 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-6-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1386 lb uplift at joint 1 and 890 lb uplift at joint 10. 10)Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 14-3-12 from the left end to connect truss(es) to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 449 lb down and 365 lb up at 8-0-0 on top chord, and 341 lb down and 134 lb up at 8-2-2 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=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-5=-54, 5-8=-54, 8-10=-54, 17-18=-20, 16-17=-20, 14-16=-20, 13-22=-20 Concentrated Loads (lb) Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507083D01Hip Girder 1 2J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:13 Page: 1 ID:AG7akhuK20UghKXC9D_?8Zz5Kcz-IrHFFcP9eQlLoy1miX?VmC6eUJ1A_?aOYqN0kdz5?AS Continued on page 2 June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Vert: 5=-377 (F), 15=-333 (F), 27=-193 (F), 28=-193 (F), 29=-38 (F), 33=-305 (F), 34=-25 (F), 35=-25 (F), 36=-1861 (F) Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507083D01Hip Girder 1 2J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:13 Page: 2 ID:AG7akhuK20UghKXC9D_?8Zz5Kcz-IrHFFcP9eQlLoy1miX?VmC6eUJ1A_?aOYqN0kdz5?AS Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 1212 =3x8 =3x4 =5x8 =4x7 =5x5 =3x5 =4x7 =3x5 =5x5 = 6x6 =3x8 =5x5 =3x8 =3x8 =5x5 =1.5x4 =3x4 =4x10 18 14 32 13 33 12 1 11 17 16 15 2 10 3 314 927 5 6 28 29 7 30 8 1-3-8 3-6-12 2-3-4 2-3-4 2-7-12 12-7-4 5-7-4 18 -2-8 5-9-0 23-11-8 4-10 -4 28-9-12 5-1-4 33 -11-0 6-4-12 9-11-8 1-4-4 11-5-8 1-0-0 3-5-0 1-0-0 12-5-8 2-5-0 2-5-0 5-7-4 23 -9-12 5-9-0 18-2-8 6-8-4 10 -1-4 10-1-4 33-11-0 0 -9 -13 6 -7 -8 1 -0 -0 Scale = 1:59.9 Plate Offsets (X, Y):[1:0-3-8,Edge], [5:0-5-4,0-2-0], [6:0-3-8,0-1-8], [8:0-2-8,0-2-1], [11:0-5-12,Edge], [13:0-2-8,0-3-0], [14:0-2-12,0-1-12], [18:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL)-0.19 12-25 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT)-0.38 12-25 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.86 Horz(CT)0.18 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 212 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2(flat) SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS T-Brace:2x4 SP No.2 - 7-14, 7-12 Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (size)1=0-5-0, 11=0-5-0 Max Horiz 1=-155 (LC 10) Max Uplift 1=-380 (LC 12), 11=-380 (LC 12) Max Grav 1=1255 (LC 1), 11=1255 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-268/121, 2-3=-1704/692, 3-4=-2966/1162, 4-27=-2041/795, 5-27=-1947/819, 5-6=-1775/811, 6-28=-1586/758, 28-29=-1586/758, 7-29=-1586/758, 7-30=-1429/683, 8-30=-1429/683, 8-9=-1690/725, 9-31=-1816/778, 10-31=-1869/763, 10-11=-732/0 BOT CHORD 1-18=-500/1418, 17-18=-641/1868, 16-17=-1020/2719, 15-16=-533/1718, 14-15=-696/2114, 14-32=-566/1707, 13-32=-566/1707, 13-33=-566/1707, 12-33=-566/1707, 11-12=-586/1549 WEBS 3-18=-1350/466, 3-17=-692/1775, 4-17=-38/389, 4-16=-1043/504, 5-16=-100/512, 5-15=-177/406, 6-15=-335/1075, 6-14=-1217/450, 7-14=-283/80, 7-13=0/261, 7-12=-504/192, 8-12=-177/554, 9-12=-264/183 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-8 to 3-7-4, Interior (1) 3-7-4 to 10-0-0, Exterior (2) 10-0-0 to 14-9-9, Interior (1) 14-9-9 to 24-0-0, Exterior (2) 24-0-0 to 28-11-14, Interior (1) 28-11-14 to 33-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 3-06-00 tall by 2-00-00 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 380 lb uplift at joint 1 and 380 lb uplift at joint 11. 7)Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507084D02Hip11J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:14 Page: 1 ID:zJT8o_g_7NLAfWXC3pbhwsz5KZO-IrHFFcP9eQlLoy1miX?VmC6gRJ0D_weOYqN0kdz5?AS June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 12 12 =3x8 =3x4 =5x8 =4x7 =5x12 =1.5x4 =3x5 =5x5 =6x6 = 5x8 =3x4 =5x8 =5x5 =3x5 =1.5x4 =3x4 =4x7 14 32 33 13 1217 1 11 16 15 2 10 3 314 9 26 305 862728729 1-3-8 3-6-12 2-3-4 2-3-4 4-1-8 7-8-4 4-10 -12 21 -11-8 5-1-4 17 -0-12 4-3-4 11-11-8 5-10 -4 27 -9-12 6-1-4 33-11-0 1-0-0 3-5-0 1-0-0 12-5-8 2-5-0 2-5-0 6-0-0 27-9-12 6-1-4 33-11-0 8-0-8 11-5-8 9-4-4 21-9-12 0 -9 -13 7 -9 -8 1 -0 -0 Scale = 1:62.3 Plate Offsets (X, Y):[1:0-3-8,Edge], [6:0-3-0,0-1-12], [8:0-2-8,0-2-1], [13:0-3-12,0-3-0], [14:0-5-0,0-1-12], [15:0-2-8,0-3-12], [17:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL)-0.33 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT)-0.63 13-14 >648 180 BCLL 0.0*Rep Stress Incr YES WB 0.99 Horz(CT)0.20 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 209 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2(flat) *Except* 0-0:1x4 SPF Stud (flat) SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS T-Brace:1x4 SPF Stud - 6-14 2x4 SP No.2 - 7-14, 7-13 Fasten (1X) T and I braces to narrow edge of web with 8d (0.113"x2.5") nails, 6in o.c.,with 3in minimum end distance. and Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (size)1=0-5-0, 11=0-5-0 Max Horiz 1=-186 (LC 10) Max Uplift 1=-380 (LC 12), 11=-380 (LC 12) Max Grav 1=1255 (LC 1), 11=1255 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-265/115, 2-3=-1712/689, 3-4=-2981/1114, 4-26=-3080/1217, 5-26=-3007/1227, 5-6=-1851/801, 6-27=-1331/668, 27-28=-1331/668, 7-28=-1331/668, 7-29=-1330/665, 8-29=-1330/665, 8-30=-1534/700, 9-30=-1613/677, 9-31=-1769/744, 10-31=-1880/724, 10-11=-384/34 BOT CHORD 1-17=-505/1465, 16-17=-646/1961, 15-16=-656/1945, 14-15=-569/1965, 14-32=-443/1427, 32-33=-443/1427, 13-33=-443/1427, 12-13=-551/1556, 11-12=-551/1556 WEBS 3-17=-1453/473, 3-16=-545/1697, 4-16=-248/163, 5-16=-395/1097, 5-15=-521/296, 6-15=-586/1779, 6-14=-1095/330, 7-14=-280/122, 7-13=-285/129, 8-13=-173/527, 9-13=-396/215, 9-12=0/149 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-8 to 3-7-4, Interior (1) 3-7-4 to 12-0-0, Exterior (2) 12-0-0 to 16-9-9, Interior (1) 16-9-9 to 22-0-0, Exterior (2) 22-0-0 to 26-9-9, Interior (1) 26-9-9 to 33-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 3-06-00 tall by 2-00-00 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 380 lb uplift at joint 1 and 380 lb uplift at joint 11. 7)Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507085D03Hip11J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:14 Page: 1 ID:JvvpT_pQmHISdiedc3W3Frz51EJ-m2rdTxPnPktBQ5cyGEXkIPerWjLDjKmXnU7aH3z5?AR June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 1212 =3x8 =3x4 =5x8 =3x5 =5x5 =3x5 =5x12 =4x7 = 5x8 =5x5 =5x8 =6x6 =3x5 =1.5x4 =3x4 =4x7 13 33 34 12 1116 101 15 14 2 93 3225 84 26 31 5 6 27 28 29 30 7 2-3-4 2-3-4 2-7-12 13 -11-8 3-10 -8 11-3-12 5-2-0 7-5-4 6-0-0 19-11-8 6-10-4 26 -9-12 7-1-4 33 -11-0 1-0-0 3-5-0 1-0-0 12 -5-8 2-5-0 2-5-0 7-0-0 26 -9-12 7-1-4 33 -11-0 7-4-4 19 -9-12 8-0-8 11-5-8 0 -9 -13 8 -11 -8 1 -0 -0 Scale = 1:68.1 Plate Offsets (X, Y):[1:0-3-8,Edge], [6:0-2-8,0-2-1], [7:0-3-0,0-1-12], [12:0-3-12,0-3-0], [16:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL)-0.23 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT)-0.52 14-15 >788 180 BCLL 0.0*Rep Stress Incr YES WB 0.55 Horz(CT)0.21 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 213 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2(flat) SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-1 oc bracing. WEBS T-Brace:2x4 SP No.2 - 6-12, 8-12, 5-13 Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (size)1=0-5-0, 10=0-5-0 Max Horiz 1=217 (LC 11) Max Uplift 1=-380 (LC 12), 10=-380 (LC 12) Max Grav 1=1255 (LC 1), 10=1255 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-240/105, 2-3=-1764/701, 3-25=-3002/1107, 4-25=-2968/1125, 4-26=-1857/767, 5-26=-1785/782, 5-6=-1497/753, 6-27=-1237/646, 27-28=-1237/646, 28-29=-1237/646, 29-30=-1237/646, 7-30=-1237/646, 7-31=-1406/667, 8-31=-1501/642, 8-32=-1745/728, 9-32=-1881/712, 9-10=-415/0 BOT CHORD 1-16=-532/1540, 15-16=-687/2068, 14-15=-654/2003, 13-14=-640/2279, 13-33=-320/1249, 33-34=-320/1249, 12-34=-320/1249, 11-12=-528/1553, 10-11=-528/1553 WEBS 3-16=-1561/524, 3-15=-448/1585, 4-15=-293/965, 4-14=-536/277, 5-14=-597/2002, 6-12=-117/174, 7-12=-110/426, 8-12=-528/260, 8-11=0/235, 6-13=-228/586, 5-13=-1998/688 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-8 to 3-5-3, Interior (1) 3-5-3 to 14-0-0, Exterior (2) 14-0-0 to 18-9-9, Interior (1) 18-9-9 to 20-0-0, Exterior (2) 20-0-0 to 24-9-9, Interior (1) 24-9-9 to 33-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 3-06-00 tall by 2-00-00 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 380 lb uplift at joint 1 and 380 lb uplift at joint 10. 7)Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507086D04Hip11J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:15 Page: 1 ID:4_ShHLKmtBbUg9ri4tGvyhz51Df-m2rdTxPnPktBQ5cyGEXkIPeqPjNzjReXnU7aH3z5?AR June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 1212 =4x7 =3x4 =5x8 =3x5 =5x5 =3x5 =5x12 =4x7 = 5x8 =5x5 =5x8 =6x6 =3x4 =1.5x4 =3x4 =4x7 28 29 30161312 11 31 101 15 14 2 93 2725 4 8 265 6 7 2-0-0 17-11-8 2-3-4 2-3-4 3-10-8 11-3-12 4-7-12 15 -11-8 5-2-0 7-5-4 7-10-4 25-9-12 8-1-4 33-11-0 1-0-0 3-5-0 1-0-0 12-5-8 2-5-0 2-5-0 3-9-8 16 -3-0 8-0-8 11-5-8 8-1-4 33-11-0 9-6-12 25-9-12 0 -9 -13 10 -1 -8 1 -0 -0 Scale = 1:73.9 Plate Offsets (X, Y):[6:0-2-8,0-2-1], [7:0-3-0,0-1-12], [12:0-4-0,0-3-0], [16:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL)-0.30 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT)-0.53 11-12 >771 180 BCLL 0.0*Rep Stress Incr YES WB 0.63 Horz(CT)0.19 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 225 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E *Except* 6-7:2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 13-12,12-10:2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2(flat) SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-11 oc bracing. WEBS T-Brace:2x4 SP No.2 - 6-12, 5-13, 7-12, 7-11 Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (size)1=0-5-0, 10=0-5-0 Max Horiz 1=248 (LC 11) Max Uplift 1=-380 (LC 12), 10=-380 (LC 12) Max Grav 1=1271 (LC 17), 10=1335 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-297/117, 2-3=-1797/679, 3-25=-3157/1066, 4-25=-3123/1083, 4-5=-1937/746, 5-6=-1617/754, 6-7=-1221/592, 7-26=-1999/909, 8-26=-2093/888, 8-27=-1887/691, 9-27=-2017/671, 9-10=-463/0 BOT CHORD 1-16=-514/1625, 15-16=-663/2180, 14-15=-607/2134, 13-14=-581/2537, 13-28=-221/1267, 12-28=-221/1267, 12-29=-227/1231, 29-30=-227/1231, 11-30=-227/1231, 11-31=-482/1651, 10-31=-482/1651 WEBS 3-16=-1634/502, 3-15=-414/1680, 4-15=-290/1001, 4-14=-520/259, 5-14=-523/2212, 6-12=-77/385, 6-13=-323/630, 5-13=-2297/690, 7-12=-123/257, 7-11=-409/930, 8-11=-523/376 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-8 to 3-5-3, Interior (1) 3-5-3 to 16-0-0, Exterior (2) 16-0-0 to 22-9-9, Interior (1) 22-9-9 to 33-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 3-06-00 tall by 2-00-00 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 380 lb uplift at joint 1 and 380 lb uplift at joint 10. 7)Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507087D05Hip11J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:15 Page: 1 ID:kNHw4iIy1mg8GSz4mhigBZz51CP-EEP0gHQPA2?21FB9py2zrdB4I7jIStcg08s7pVz5?AQ June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 =4x10 =3x4 =1.5x4 =3x5 =MT20HS 5x10 =3x5 =1.5x4 =4x4 =3x5 =MT20HS 5x10 =3x5 =1.5x4 =3x4 =4x10 13 12 11 10 91 82 2623 73 14 64 24 25 5 10 -0-0 5-1-12 16 -11-8 5-1-12 22-1-4 5-8-8 27 -9-12 5-8-8 11-9-12 6-1-4 6-1-4 6-1-4 33-11-0 5-10-4 27 -9-12 5-10-4 11-11-8 6-1-4 6-1-4 6-1-4 33-11-0 10 -0-0 21-11-8 0 -9 -13 6 -8 -12 10 -8 -8 Scale = 1:68.2 Plate Offsets (X, Y):[1:0-3-8,Edge], [9:0-5-12,Edge], [11:0-4-0,0-1-12], [12:0-4-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL)-0.71 10-11 >570 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT)-0.79 10-11 >516 180 MT20HS 187/143 BCLL 0.0*Rep Stress Incr YES WB 0.35 Horz(CT)0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.62 11-12 >195 360 Weight: 195 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 2250F 1.9E *Except* 12-11:2x6 SP DSS WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. JOINTS 1 Brace at Jt(s): 14 REACTIONS (size)1=0-5-0, 9=0-5-0 Max Horiz 1=263 (LC 11) Max Uplift 1=-350 (LC 12), 9=-350 (LC 12) Max Grav 1=1419 (LC 18), 9=1419 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-600/0, 2-23=-2165/609, 3-23=-2075/621, 3-4=-1974/577, 4-24=-407/183, 5-24=-355/203, 5-25=-355/202, 6-25=-407/183, 6-7=-1974/577, 7-26=-2075/621, 8-26=-2165/609, 8-9=-492/0 BOT CHORD 1-13=-437/1986, 12-13=-437/1986, 11-12=-275/1744, 10-11=-436/1788, 9-10=-436/1788 WEBS 6-11=-34/607, 7-11=-421/205, 7-10=-126/174, 4-12=-34/608, 3-12=-421/205, 3-13=-125/174, 4-14=-1397/451, 6-14=-1397/451, 5-14=-36/113 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-8 to 3-5-3, Interior (1) 3-5-3 to 17-0-0, Exterior (2) 17-0-0 to 20-4-11, Interior (1) 20-4-11 to 33-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 350 lb uplift at joint 1 and 350 lb uplift at joint 9. 8)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507088D06Attic11J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:15 Page: 1 ID:Iia5FwyyDMOwfGnMfueF6yz518z-EEP0gHQPA2?21FB9py2zrdB?O7idSuBg08s7pVz5?AQ June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 =5x10 =3x4 =1.5x4 =3x5 =MT20HS 5x10 =3x5 =4x4 =1.5x4 =3x5 =MT20HS 5x10 =3x5 =1.5x4 =3x4 =4x10 13 12 11 10 91 82 2623 73 14 64 24 25 5 10-0-0 5-1-12 16-8-14 5-1-12 21-10-10 5-8-8 27-7-2 5-8-8 11-7-2 5-10 -10 5-10 -10 6-1-4 33-8-6 5-10-4 27 -7-2 5-10-4 11-8-14 5-10 -10 5-10 -10 6-1-4 33-8-6 10-0-0 21 -8-14 0 -11 -5 0 -9 -13 6 -8 -12 10 -8 -8 Scale = 1:68.2 Plate Offsets (X, Y):[9:0-5-12,Edge], [11:0-3-12,Edge], [12:0-4-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL)-0.72 10-11 >560 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT)-0.82 10-11 >496 180 MT20HS 187/143 BCLL 0.0*Rep Stress Incr YES WB 0.36 Horz(CT)0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.62 11-12 >194 360 Weight: 196 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 2250F 1.9E *Except* 12-11:2x6 SP DSS WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. JOINTS 1 Brace at Jt(s): 14 REACTIONS (size)1= Mechanical, 9=0-5-0 Max Horiz 1=262 (LC 11) Max Uplift 1=-347 (LC 12), 9=-347 (LC 12) Max Grav 1=1412 (LC 18), 9=1411 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-408/324, 2-23=-2081/579, 3-23=-2037/598, 3-4=-1948/570, 4-24=-405/182, 5-24=-352/202, 5-25=-349/201, 6-25=-402/182, 6-7=-1952/571, 7-26=-2062/617, 8-26=-2153/605, 8-9=-486/0 BOT CHORD 1-13=-536/1902, 12-13=-413/1902, 11-12=-270/1725, 10-11=-433/1778, 9-10=-433/1778 WEBS 6-11=-32/601, 7-11=-427/205, 7-10=-118/177, 4-12=-27/584, 3-12=-359/199, 3-13=-160/155, 4-14=-1382/447, 6-14=-1382/447, 5-14=-36/112 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-3-2 to 3-7-9, Interior (1) 3-7-9 to 17-0-0, Exterior (2) 17-0-0 to 20-4-7, Interior (1) 20-4-7 to 33-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 347 lb uplift at joint 1 and 347 lb uplift at joint 9. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507089D07Attic31J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:16 Page: 1 ID:UANOOl79dsUIA07pH2Nm?Cz517T-iQyOudR2xL7vfPmLNfZCNqk6iX1QBLcqEochLxz5?AP June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 =5x10 =3x4 =1.5x4 =3x5 =MT20HS 5x10 =3x5 =4x4 =1.5x4 =3x5 =MT20HS 5x10 =3x5 =1.5x4 =4x4 =4x10 14 13 12 11 10 91 82 2724 73 15 64 25 26 5 10-0-0 5-1-12 16-8-14 5-1-12 21-10-10 5-8-8 27-7-2 5-8-8 11-7-2 5-10 -10 5-10 -10 6-1-4 33-8-6 1-11-0 33-8-6 4-2-4 31-9-6 5-10-4 27 -7-2 5-10-4 11-8-14 5-10 -10 5-10 -10 10-0-0 21 -8-14 0 -11 -5 0 -9 -13 6 -8 -12 10 -8 -8 Scale = 1:68.2 Plate Offsets (X, Y):[9:0-5-12,Edge], [12:0-4-0,Edge], [13:0-4-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL)-0.68 11-12 >563 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT)-0.77 11-12 >497 180 MT20HS 187/143 BCLL 0.0*Rep Stress Incr YES WB 0.29 Horz(CT)0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.57 12-13 >212 360 Weight: 198 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 2250F 1.9E *Except* 13-12:2x6 SP DSS WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -- 2-0-0, Right 2x6 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-14. JOINTS 1 Brace at Jt(s): 15 REACTIONS (size)1= Mechanical, 9=1-11-0, 10=0-3-8 Max Horiz 1=262 (LC 11) Max Uplift 1=-345 (LC 12), 9=-316 (LC 12), 10=-305 (LC 22) Max Grav 1=1425 (LC 18), 9=1534 (LC 18), 10=317 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-409/319, 2-24=-2099/576, 3-24=-2055/595, 3-4=-1922/565, 4-25=-405/181, 5-25=-348/201, 5-26=-351/201, 6-26=-402/181, 6-7=-1988/564, 7-27=-2047/597, 8-27=-2107/577, 8-9=-1076/211 BOT CHORD 1-14=-528/1917, 13-14=-411/1917, 12-13=-265/1752, 11-12=-413/1783, 10-11=-413/1783, 9-10=-413/1783 WEBS 6-12=-26/629, 7-12=-312/181, 7-11=-37/165, 4-13=-26/576, 3-13=-341/191, 3-14=-150/149, 4-15=-1397/443, 6-15=-1397/443, 5-15=-36/113 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-3-2 to 3-7-9, Interior (1) 3-7-9 to 17-0-0, Exterior (2) 17-0-0 to 20-4-7, Interior (1) 20-4-7 to 33-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 1, 316 lb uplift at joint 9 and 305 lb uplift at joint 10. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507090D08Attic11J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:16 Page: 1 ID:rrU5nRHpcqf7rdW15GcSpwz50Z6-iQyOudR2xL7vfPmLNfZCNqk6iX28BLWqEochLxz5?AP June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 =5x10 =3x4 =1.5x4 =3x5 =5x8 =3x5 =4x4 =1.5x4 =3x5 =3x4 =3x5 =5x8 =3x5 =2x4131210 9 11 1 2 8 19 22 73 14 64 2120 5 10 -0-0 4-7-4 32 -2-6 5-1-12 16 -8-14 5-1-12 21 -10 -10 5-8-8 27 -7-2 5-8-8 11-7-2 5-10 -10 5-10 -10 4-9-0 32 -2-6 5-6-12 27 -5-6 5-10 -4 11-8-14 5-10 -10 5-10 -10 10-1-12 21 -10-10 0 -11 -5 1 -8 -5 6 -8 -12 10 -8 -8 Scale = 1:67.3 Plate Offsets (X, Y):[10:0-2-12,Edge], [12:0-2-12,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL)-0.57 12-13 >677 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT)-0.71 12-13 >545 180 BCLL 0.0*Rep Stress Incr YES WB 0.31 Horz(CT)-0.04 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.45 11-12 >272 360 Weight: 201 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 2250F 1.9E *Except* 12-10:2x6 SP DSS, 10-9:2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-0-15 oc bracing. JOINTS 1 Brace at Jt(s): 14 REACTIONS (size)1= Mechanical, 9=0-5-0 Max Horiz 1=297 (LC 11) Max Uplift 1=-330 (LC 12), 9=-327 (LC 12) Max Grav 1=1350 (LC 18), 9=1363 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-412/328, 2-19=-1984/551, 3-19=-1944/570, 3-4=-1792/523, 4-20=-393/182, 5-20=-335/196, 5-21=-340/199, 6-21=-400/180, 6-7=-1861/517, 7-22=-1541/454, 8-22=-1630/443, 8-9=-1310/396 BOT CHORD 1-13=-556/1822, 12-13=-450/1822, 11-12=-294/1621, 10-11=-358/1329, 9-10=-43/79 WEBS 6-11=0/562, 7-11=-171/417, 7-10=-553/153, 4-12=-12/533, 3-12=-365/199, 3-13=-100/181, 4-14=-1267/407, 6-14=-1267/407, 5-14=-33/103, 8-10=-336/1355 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-3-2 to 3-5-12, Interior (1) 3-5-12 to 17-0-0, Exterior (2) 17-0-0 to 20-2-10, Interior (1) 20-2-10 to 32-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 330 lb uplift at joint 1 and 327 lb uplift at joint 9. 8)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507091D09Attic31J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:17 Page: 1 ID:6TDUeCq5T9nzCIIeb8vT?vz50X6-AcWm5zSghfFmHZKXxM4Rw2GIFxRPwqDzTSLEtOz5?AO June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 =5x10 =3x4 =1.5x4 =3x5 =5x8 =3x5 =4x4 =1.5x4 =1.5x4 =4x4 =3x5 =3x4 =3x5 =5x8 =3x5 =2x5141311 10 12 1 2 9 21 25 3 8 22 24 15 16 4 7 5 23 6 10-0-0 3-2-0 18-3-14 3-6-12 21 -10 -10 3-6-12 15-1-14 4-7-4 32-2-6 5-8-8 11-7-2 5-8-8 27 -7-2 5-10-10 5-10-10 4-9-0 32-2-6 5-6-12 27-5-6 5-10 -4 11-8-14 5-10-10 5-10-10 10 -1-12 21-10-10 0 -11 -5 1 -8 -5 6 -8 -129-9 -7 Scale = 1:62.9 Plate Offsets (X, Y):[11:0-2-12,Edge], [13:0-2-12,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL)-0.54 13-14 >706 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT)-0.68 13-14 >565 180 BCLL 0.0*Rep Stress Incr YES WB 0.30 Horz(CT)-0.04 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.42 12-13 >287 360 Weight: 202 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 2250F 1.9E *Except* 13-11:2x6 SP DSS, 11-10:2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-4-10 oc bracing. JOINTS 1 Brace at Jt(s): 15, 16 REACTIONS (size)1= Mechanical, 10=0-5-0 Max Horiz 1=273 (LC 11) Max Uplift 1=-330 (LC 12), 10=-327 (LC 12) Max Grav 1=1355 (LC 18), 10=1368 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-398/313, 2-21=-1993/584, 3-21=-1953/603, 3-22=-1782/552, 4-22=-1682/563, 4-5=-459/264, 5-23=-347/254, 6-23=-347/254, 6-7=-468/269, 7-24=-1734/560, 8-24=-1848/548, 8-25=-1549/488, 9-25=-1638/477, 9-10=-1315/418 BOT CHORD 1-14=-525/1812, 13-14=-494/1812, 12-13=-330/1609, 11-12=-382/1330, 10-11=-43/77 WEBS 3-14=-95/180, 3-13=-362/200, 4-13=-20/529, 7-12=-5/555, 8-12=-165/406, 8-11=-545/171, 4-15=-1193/367, 15-16=-1190/365, 7-16=-1200/369, 9-11=-361/1365, 5-15=-27/100, 6-16=-38/113 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-3-2 to 3-5-12, Interior (1) 3-5-12 to 15-5-0, Exterior (2) 15-5-0 to 23-1-10, Interior (1) 23-1-10 to 32-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 330 lb uplift at joint 1 and 327 lb uplift at joint 10. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507092D10Attic11J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:17 Page: 1 ID:DWZFWGOaObiILXOgrWFVPqz50WN-AcWm5zSghfFmHZKXxM4Rw2GIFxRnwsEzTSLEtOz5?AO June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 =4x10 =3x4 =1.5x4 =3x5 =MT20HS 5x10 =3x5 =4x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =4x4 =3x5 =MT20HS 5x10 =3x5 =1.5x4 =3x4 =4x10 15 14 13 12 111 102 3427 93 3328161817 84 75293063132 10 -0-0 1-8-12 13 -6-8 1-8-12 22 -1-4 3-5-0 16 -11-8 3-5-0 20 -4-8 5-8-8 27-9-12 5-8-8 11-9-12 6-1-4 6-1-4 6-1-4 33 -11-0 5-10 -4 27 -9-12 5-10 -4 11-11-8 6-1-4 6-1-4 6-1-4 33 -11-0 10 -0-0 21-11-8 0 -9 -13 6 -8 -12 8 -8 -9 Scale = 1:61.3 Plate Offsets (X, Y):[1:0-3-8,Edge], [11:0-5-12,Edge], [13:0-4-0,Edge], [14:0-4-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL)-0.59 12-13 >687 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT)-0.67 12-13 >612 180 MT20HS 187/143 BCLL 0.0*Rep Stress Incr YES WB 0.33 Horz(CT)0.08 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.49 13-14 >244 360 Weight: 194 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 2250F 1.9E *Except* 14-13:2x6 SP DSS WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 18 REACTIONS (size)1=0-5-0, 11=0-5-0 Max Horiz 1=-211 (LC 10) Max Uplift 1=-350 (LC 12), 11=-350 (LC 12) Max Grav 1=1428 (LC 18), 11=1428 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-589/15, 2-27=-2177/665, 3-27=-2086/677, 3-28=-1952/631, 4-28=-1897/644, 4-5=-693/409, 5-29=-579/364, 29-30=-579/364, 6-30=-579/364, 6-31=-579/364, 31-32=-579/364, 7-32=-579/364, 7-8=-693/408, 8-33=-1897/644, 9-33=-1952/631, 9-34=-2087/676, 10-34=-2177/665, 10-11=-480/21 BOT CHORD 1-15=-501/1958, 14-15=-501/1958, 13-14=-332/1724, 12-13=-496/1800, 11-12=-496/1800 WEBS 3-15=-108/170, 3-14=-395/206, 4-14=-40/591, 8-13=-40/591, 9-13=-395/207, 9-12=-108/170, 4-16=-1139/307, 16-18=-1099/286, 17-18=-1099/286, 8-17=-1139/306, 5-16=-126/275, 7-17=-125/275, 6-18=-139/102 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-8 to 3-5-3, Interior (1) 3-5-3 to 13-7-0, Exterior (2) 13-7-0 to 18-4-9, Interior (1) 18-4-9 to 20-5-0, Exterior (2) 20-5-0 to 25-2-9, Interior (1) 25-2-9 to 33-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 350 lb uplift at joint 1 and 350 lb uplift at joint 11. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507093D11Attic11J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:17 Page: 1 ID:fiPxYAgRgsxPRfwrV3e79zz50Uk-AcWm5zSghfFmHZKXxM4Rw2GLvxPMwn5zTSLEtOz5?AO June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 =4x10 =3x4 =1.5x4 =3x5 =4x7 =3x4 =5x8 =1.5x4 =4x7 =3x4 =3x5 =1.5x4 =3x4 =4x10 14 31 13 32 12 33 11 34 10 91 82 3023 73 2924 4 2526 5 2728 6 5-5-0 16-11-8 5-5-0 22 -4-8 5-10-12 5-10-12 5-7-12 11-6-8 5-7-12 28-0-4 5-10-12 33 -11-0 5-3-4 22-2-12 5-3-4 16-11-8 5-9-8 11-8-4 5-9-8 28-0-4 5-10-12 5-10-12 5-10-12 33 -11-0 0 -9 -13 7 -6 -9 Scale = 1:58.6 Plate Offsets (X, Y):[1:0-3-8,Edge], [4:0-5-4,0-2-0], [6:0-5-4,0-2-0], [9:0-5-12,Edge], [12:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL)-0.12 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT)-0.23 12-13 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.30 Horz(CT)0.10 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 200 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E *Except* 4-6:2x4 SP No.2 BOT CHORD 2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-4-10 oc bracing. REACTIONS (size)1=0-5-0, 9=0-5-0 Max Horiz 1=-180 (LC 10) Max Uplift 1=-453 (LC 12), 9=-453 (LC 12) Max Grav 1=1497 (LC 1), 9=1497 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-523/125, 2-23=-2293/920, 3-23=-2241/938, 3-24=-2058/905, 4-24=-2001/926, 4-25=-1968/963, 25-26=-1968/963, 5-26=-1968/963, 5-27=-1968/963, 27-28=-1968/963, 6-28=-1968/963, 6-29=-2001/926, 7-29=-2057/905, 7-30=-2241/938, 8-30=-2293/919, 8-9=-455/131 BOT CHORD 1-14=-723/1988, 14-31=-723/1988, 13-31=-723/1988, 13-32=-586/1794, 12-32=-586/1794, 12-33=-580/1734, 11-33=-580/1734, 11-34=-717/1904, 10-34=-717/1904, 9-10=-717/1904 WEBS 4-12=-185/500, 5-12=-320/211, 6-12=-185/500, 4-13=-136/472, 6-11=-137/473, 3-13=-334/168, 7-11=-334/169, 7-10=0/156, 3-14=0/156 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-8 to 3-5-3, Interior (1) 3-5-3 to 11-7-0, Exterior (2) 11-7-0 to 16-4-9, Interior (1) 16-4-9 to 22-5-0, Exterior (2) 22-5-0 to 27-2-9, Interior (1) 27-2-9 to 33-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 3-06-00 tall by 2-00-00 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 453 lb uplift at joint 1 and 453 lb uplift at joint 9. 7)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=-54, 4-6=-54, 6-9=-54, 15-31=-20, 31-34=-60 (F=-40), 19-34=-20 Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507094D12Hip11J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:18 Page: 1 ID:jyRlXNtA6aXDR1Z3M3RZD2z50TA-fp48IJTISzNdujvkV4bgTFpakKq?fJd7i65nQqz5?AN June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 1212 =3x6 =3x4 =1.5x4 =5x5 =5x5 =3x8 =1.5x4 =3x4 =3x4 =3x4 =6x8 =5x5 =5x12 =3x5 =5x5 =5x5 =3x5 =3x4 =3x6 20 35 36 19 37 38 18 17 14 131 16 15 122 11 29 10 3 34 94530316323378 0-2-4 24-6-12 1-3-8 31-7-12 2-3-4 33 -11-0 3-2-4 24-4-8 3-2-4 12-8-12 4-2-12 16-11-8 4-2-12 21-2-4 4-9-4 4-9-4 4-9-4 9-6-8 5-9-8 30-4-4 1-0-0 24-5-0 1-0-0 31 -6-0 2-2-12 23-5-0 2-5-0 33-11-0 6-1-0 30-6-0 6-4-6 6-4-6 6-4-6 12-8-12 8-5-8 21 -2-4 0 -9 -13 6 -4 -9 1 -0 -0 Scale = 1:59.8 Plate Offsets (X, Y):[4:0-2-8,0-2-1], [8:0-2-8,0-2-1], [17:0-2-8,Edge], [20:0-2-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL)-0.10 18-19 >974 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT)-0.19 18-19 >524 180 BCLL 0.0*Rep Stress Incr YES WB 0.46 Horz(CT)0.02 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 215 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=0-5-0, 13=0-5-0, 18=0-5-8, 19=0-5-8 Max Horiz 1=-149 (LC 10) Max Uplift 1=-114 (LC 12), 13=-80 (LC 12), 18=-350 (LC 12), 19=-216 (LC 12) Max Grav 1=385 (LC 21), 13=264 (LC 22), 18=1187 (LC 22), 19=838 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-312/29, 2-29=-388/182, 3-29=-358/192, 3-4=-372/224, 4-5=0/196, 5-30=0/196, 30-31=0/196, 6-31=0/196, 6-32=-40/415, 32-33=-40/415, 7-33=-40/415, 7-8=0/218, 8-9=0/313, 9-34=-16/248, 10-34=-30/123, 10-11=-432/186, 11-12=-251/129, 12-13=-88/39 BOT CHORD 1-20=-140/402, 20-35=-83/110, 35-36=-83/110, 19-36=-83/110, 19-37=-330/168, 37-38=-330/168, 18-38=-330/168, 17-18=-494/275, 16-17=-364/270, 15-16=-132/409, 14-15=-78/297, 13-14=-66/206 WEBS 8-17=-439/43, 9-16=-5/220, 10-16=-639/315, 10-15=0/234, 11-15=-101/284, 11-14=-191/47, 4-19=-491/226, 4-20=-179/440, 3-20=-298/216, 5-19=-211/147, 6-19=-102/122, 6-18=-386/189, 7-18=-714/352, 7-17=-267/572 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-8 to 3-5-3, Interior (1) 3-5-3 to 9-7-0, Exterior (2) 9-7-0 to 14-4-9, Interior (1) 14-4-9 to 24-5-0, Exterior (2) 24-5-0 to 29-2-9, Interior (1) 29-2-9 to 33-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 3-06-00 tall by 2-00-00 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 114 lb uplift at joint 1, 80 lb uplift at joint 13, 216 lb uplift at joint 19 and 350 lb uplift at joint 18. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507095D13Hip11J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:18 Page: 1 ID:stTVN7uI0aSfLXFz4wPVx3z50Qa-fp48IJTISzNdujvkV4bgTFpb7KqWfG?7i65nQqz5?AN June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 1212 =3x6 =3x4 =4x7 =1.5x4 =3x8 =1.5x4 =3x4 =5x5 =3x8 =1.5x4 =6x6 =5x12 =3x4 =5x5 =1.5x4 =5x12 =5x5 =3x5 =3x4 =3x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 39 402019373818 17 16 13 121 15 14 112 10 9 8329430313253334356736 1-3-8 31 -7-12 1-9-12 26-4-8 2-3-4 33-11-0 3-4-8 24-6-12 4-2-12 16-11-8 4-2-12 21-2-4 3-11-12 30-4-4 5-2-4 12-8-12 7-6-8 7-6-8 1-0-0 31-6-0 1-0-0 24-5-0 2-2-12 23 -5-0 2-5-0 33-11-0 4-1-0 21 -2-4 4-4-8 17-1-4 5-0-8 12 -8-12 6-1-0 30 -6-0 7-8-4 7-8-4 0 -9 -13 5 -2 -9 1 -0 -0 Scale = 1:59.7 Plate Offsets (X, Y):[3:0-5-4,0-2-0], [8:0-2-8,0-2-1], [16:0-2-8,Edge], [18:0-2-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL)0.08 20-23 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT)-0.16 20-23 >972 180 BCLL 0.0*Rep Stress Incr NO WB 0.57 Horz(CT)0.04 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 208 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,16-17. REACTIONS (size)1=0-5-0, 12=0-5-0, 17=0-5-8, 19=0-5-8 Max Horiz 1=-118 (LC 6) Max Uplift 1=-238 (LC 23), 12=-142 (LC 8), 17=-608 (LC 8), 19=-414 (LC 4) Max Grav 1=532 (LC 17), 12=381 (LC 1), 17=1545 (LC 1), 19=1000 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-357/182, 2-3=-503/334, 3-29=-223/329, 4-29=-223/329, 4-30=-223/329, 30-31=-223/329, 31-32=-223/329, 5-32=-223/329, 5-33=-383/340, 33-34=-383/340, 34-35=-383/340, 6-35=-383/340, 6-7=-36/139, 7-36=-120/154, 8-36=-120/154, 8-9=-798/397, 9-10=-709/287, 10-11=-422/192, 11-12=-127/55 BOT CHORD 1-20=-230/494, 19-20=-184/499, 19-37=-227/428, 37-38=-227/428, 18-38=-227/428, 18-39=-237/104, 39-40=-237/104, 17-40=-237/104, 16-17=-237/104, 15-16=-66/227, 14-15=-46/195, 13-14=-154/490, 12-13=-125/354 WEBS 3-20=0/277, 7-15=-45/434, 9-14=-226/160, 10-14=-102/361, 10-13=-337/109, 3-19=-356/39, 6-17=-1350/598, 6-18=-362/795, 4-19=-354/205, 5-18=-348/273, 5-19=-484/264, 6-16=-160/420, 7-16=-523/105, 8-15=-273/85, 8-14=-254/632 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 3-06-00 tall by 2-00-00 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 238 lb uplift at joint 1, 142 lb uplift at joint 12, 414 lb uplift at joint 19 and 608 lb uplift at joint 17. 7)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 8)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-54, 3-8=-54, 8-12=-54, 16-21=-20, 15-16=-20, 14-15=-20, 13-14=-20, 13-25=-20 Concentrated Loads (lb) Vert: 30=-128 (B), 32=-128 (B), 34=-128 (B), 35=-128 (B), 37=-75 (B), 38=-75 (B), 39=-75 (B), 40=-75 (B) Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507096D14Hip Girder 1 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:19 Page: 1 ID:lkqjUlmS3iWR_cmpI2iNsFz50PS-7?eWWfTwDGVUWtUw2n6v?TMjAk9lOiWGwmqLyGz5?AM June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 =4x10 =M18SHS 6x12 =3x10 =8x10 =3x4 =8x12 =1.5x4 =3x10 =M18SHS 6x12 =4x10 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 Special NAILED NAILED NAILED NAILED NAILED Special NAILED THJA26 NAILED NAILED NAILED NAILED NAILED THJA26 NAILED 2210 23 24 25 9 26 27 28 8 29 30 31 7 32 1 6 51723181920421 1-5-8 1-5-8 1-5-8 15-3-0 4-0-3 9-7-9 4-1-15 5-7-7 4-1-15 13-9-8 1-7-4 15-3-0 1-7-4 1-7-4 4-0-3 5-7-7 4-0-3 9-7-9 4-0-3 13 -7-12 0 -9 -13 1 -8 -0 Scale = 1:40.9 Plate Offsets (X, Y):[1:Edge,0-0-3], [2:0-10-0,0-2-4], [5:0-10-0,0-2-4], [6:Edge,0-0-3], [8:0-3-12,0-4-4], [9:0-3-8,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL)-0.28 8-9 >661 240 M18SHS 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT)-0.50 8-9 >366 180 MT20 244/190 BCLL 0.0*Rep Stress Incr NO WB 0.43 Horz(CT)0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 174 lb FT = 20% LUMBER TOP CHORD 2x6 SP No.2 *Except* 2-5:2x4 SP 2250F 1.9E BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 *Except* 5-8,9-2,8-3:2x4 SP 2250F 1.9E WEDGE Left: 2x4 SP No.3 Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-9-8 oc bracing: 8-9. REACTIONS (size)1=0-5-0, 6=0-5-0 Max Horiz 1=-26 (LC 6) Max Uplift 1=-1589 (LC 8), 6=-1563 (LC 8) Max Grav 1=6308 (LC 15), 6=6205 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-9192/2340, 2-17=-17373/4440, 3-17=-17373/4440, 3-18=-17697/4512, 18-19=-17697/4512, 19-20=-17697/4512, 4-20=-17697/4512, 4-21=-17697/4512, 5-21=-17697/4512, 5-6=-9734/2470 BOT CHORD 1-22=-1817/7182, 10-22=-1817/7182, 10-23=-1881/7457, 23-24=-1881/7457, 24-25=-1881/7457, 9-25=-1881/7457, 9-26=-4414/17379, 26-27=-4414/17379, 27-28=-4414/17379, 8-28=-4414/17379, 8-29=-1995/7894, 29-30=-1995/7894, 30-31=-1995/7894, 7-31=-1995/7894, 7-32=-1920/7575, 6-32=-1920/7575 WEBS 2-10=-579/2449, 5-7=-677/2851, 5-8=-2620/10277, 3-9=-269/149, 2-9=-2652/10390, 3-8=-111/343, 4-8=-118/120 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-6-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 1589 lb uplift at joint 1 and 1563 lb uplift at joint 6. 10)Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from the left end to 14-2-4 to connect truss(es) to front face of bottom chord. 11)Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Right Hand Hip) or equivalent at 1-8-8 from the left end to connect truss(es) to back face of bottom chord. 12)Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 13-7-8 from the left end to connect truss(es) to back face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. 14)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 15)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 171 lb down and 47 lb up at 1-6-0, and 170 lb down and 47 lb up at 13-10-0 on top 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=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-2=-54, 2-5=-54, 5-6=-54, 11-14=-20 Concentrated Loads (lb) Vert: 10=-12 (B), 7=-12 (B), 8=-5 (B), 9=-5 (B), 13=-1287 (F), 22=-6 (B), 23=-1287 (F), 24=-5 (B), 25=-1287 (F), 26=-1268 (F), 27=-5 (B), 28=-1223 (F), 29=-1223 (F), 30=-5 (B), 31=-1223 (F), 32=-1229 (F=-1223, B=-6) Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507097E01Hip Girder 1 2J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:20 Page: 1 ID:Iz?BOjboGPgtDzN1CzR10Iz50N4-7?eWWfTwDGVUWtUw2n6v?TMg0k3GOkoGwmqLyGz5?AM June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =1.5x4 =1.5x4 =3x6 =4x4 =4x4 =3x4 =3x5 =1.5x4 =3x3 =3x3 =3x3 =3x3 =1.5x4 =1.5x4 =3x3 =3x4 =3x4 =4x4 =4x4 =3x6 =1.5x4 =1.5x4 20 19 18 17 16 15 14 13 12 21 22 1 2 3 4 5 6 7 8 9 10 11 0-1-8 2-5-8 0-1-8 1-3-0 19 -7-0 19 -7-0 1 -8 -0 1 -8 -0 Scale = 1:35.8 Plate Offsets (X, Y):[1:Edge,0-0-12], [21:0-1-8,0-0-12], [22:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL)-0.35 16-17 >662 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT)-0.47 16-17 >499 360 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT)0.05 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 109 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD 2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(flat) 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: 2-2-0 oc bracing: 15-16. REACTIONS (size)12=0-3-0, 20=0-3-0 Max Grav 12=1057 (LC 1), 20=1057 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 20-21=-34/0, 1-21=-34/0, 12-22=-37/6, 11-22=-37/6, 1-2=-1/0, 2-3=-1544/0, 3-4=-2610/0, 4-5=-2610/0, 5-6=-3201/0, 6-7=-3167/0, 7-8=-3167/0, 8-9=-2588/0, 9-10=-1542/0, 10-11=-1/0 BOT CHORD 19-20=0/904, 18-19=0/2157, 17-18=0/2999, 16-17=0/3322, 15-16=0/3167, 14-15=0/3167, 13-14=0/2138, 12-13=0/910 WEBS 2-20=-1356/0, 2-19=0/1016, 3-19=-973/0, 3-18=0/699, 4-18=-76/0, 5-18=-600/0, 5-17=0/322, 6-17=-274/0, 6-16=-462/281, 7-16=-175/140, 10-12=-1366/0, 10-13=0/1004, 9-13=-946/0, 9-14=0/736, 8-14=-1003/0, 8-15=0/359 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507098F01Floor21J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:20 Page: 1 ID:?ragt51RplpLBgRkL4vi5az50Av-bBCuj?UY_adL8036cVd8Ygurb8Po7DGQ9QauUjz5?AL June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =1.5x4 =1.5x4 =3x6 =4x4 =4x4 =3x4 =3x5 =1.5x4 =3x3 =3x3 =3x3 =3x3 =1.5x4 =1.5x4 =3x3 =3x4 =3x4 =4x4 =4x4 =3x6 =3x3 20 19 18 17 16 15 14 13 12 21 1 2 3 4 5 6 7 8 9 10 11 0-1-8 2-3-0 1-3-0 19 -4-8 19 -4-8 1 -8 -0 1 -8 -0 Scale = 1:35.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [21:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL)-0.31 16-17 >743 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(CT)-0.41 16-17 >556 360 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT)0.05 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 108 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD 2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)12=0-5-0, 20=0-3-0 Max Grav 12=1052 (LC 1), 20=1046 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 20-21=-34/0, 1-21=-34/0, 11-12=-41/3, 1-2=-1/0, 2-3=-1525/0, 3-4=-2572/0, 4-5=-2572/0, 5-6=-3142/0, 6-7=-3100/0, 7-8=-3100/0, 8-9=-2548/0, 9-10=-1524/0, 10-11=0/0 BOT CHORD 19-20=0/894, 18-19=0/2128, 17-18=0/2950, 16-17=0/3258, 15-16=0/3100, 14-15=0/3100, 13-14=0/2113, 12-13=0/899 WEBS 2-20=-1341/0, 2-19=0/1001, 3-19=-958/0, 3-18=0/684, 4-18=-75/0, 5-18=-583/0, 5-17=0/304, 6-17=-263/0, 6-16=-459/263, 7-16=-160/144, 10-12=-1351/0, 10-13=0/991, 9-13=-935/0, 9-14=0/711, 8-14=-956/0, 8-15=-5/343 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507099F02Floor31J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:21 Page: 1 ID:XB49pNQ82uzfelS4mV?RwXz50AO-3OmHxLVAlulClAeJAC9N4uR2uYm8sgaZO4JS09z5?AK June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =1.5x4 =1.5x4 =3x6 =4x4 =4x4 =3x4 =3x5 =1.5x4 =3x3 =3x3 =3x3 =3x3 =1.5x4 =1.5x4 =3x3 =3x4 =3x4 =4x4 =4x4 =3x6 =3x3 20 19 18 17 16 15 14 13 12 21 1 2 3 4 5 6 7 8 9 10 11 0-1-8 2-0-0 1-3-0 19 -1-8 19 -1-8 1 -8 -0 1 -8 -0 Scale = 1:35.1 Plate Offsets (X, Y):[1:Edge,0-0-12], [21:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL)-0.26 16-17 >858 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT)-0.36 16-17 >636 360 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT)0.05 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 108 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD 2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)12= Mechanical, 20=0-5-0 Max Grav 12=1038 (LC 1), 20=1032 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 20-21=-34/0, 1-21=-34/0, 11-12=-42/1, 1-2=-1/0, 2-3=-1501/0, 3-4=-2526/0, 4-5=-2526/0, 5-6=-3070/0, 6-7=-3021/0, 7-8=-3021/0, 8-9=-2500/0, 9-10=-1501/0, 10-11=0/0 BOT CHORD 19-20=0/882, 18-19=0/2094, 17-18=0/2892, 16-17=0/3180, 15-16=0/3021, 14-15=0/3021, 13-14=0/2082, 12-13=0/886 WEBS 2-20=-1322/0, 2-19=0/984, 3-19=-941/0, 3-18=0/667, 4-18=-74/0, 5-18=-564/0, 5-17=0/284, 6-17=-251/0, 6-16=-454/242, 7-16=-141/148, 10-12=-1331/0, 10-13=0/977, 9-13=-923/0, 9-14=0/682, 8-14=-900/0, 8-15=-12/324 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507100F03Floor91J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:21 Page: 1 ID:jrI9FmzNRjeHXgOkvSJ?F0z509h-3OmHxLVAlulClAeJAC9N4uR3UYnSsgfZO4JS09z5?AK June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =3x6 =3x5 =3x5 =4x4 =4x4 =1.5x4 =1.5x4 =4x4 =4x4 =3x6 THA422 27 26 25 24 23 22 21 20 19 18 17 16 28 1 2 3 4 5 6 7 8 9 1011 29 1213 14 15 0-1-8 1-10 -8 4-3-4 1-0-4 1-3-0 5-9-8 5-9-8 13-7-8 19-5-0 1 -8 -0 1 -8 -0 Scale = 1:35.5 Plate Offsets (X, Y):[20:0-1-8,Edge], [28:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL)-0.15 18-19 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(CT)-0.19 18-19 >857 360 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT)0.03 16 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 113 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP 2250F 1.9E(flat) *Except* 11-12:2x4 SP No.2(flat) BOT CHORD 2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)16=0-3-8, 22=5-9-8, 23=5-9-8, 24=5-9-8, 25=5-9-8, 26=5-9-8, 27=5-9-8 Max Uplift 23=-64 (LC 4), 26=-157 (LC 16), 27=-157 (LC 15) Max Grav 16=1023 (LC 7), 22=995 (LC 7), 23=83 (LC 3), 24=156 (LC 7), 25=144 (LC 15), 26=358 (LC 15), 27=358 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 27-28=-354/162, 1-28=-353/161, 15-16=-53/0, 1-2=-245/159, 2-3=-245/159, 3-4=-245/159, 4-5=-245/159, 5-6=-245/159, 6-7=-245/159, 7-8=-1223/0, 8-9=-2243/0, 9-10=-2243/0, 10-11=-2236/0, 11-29=-2236/0, 12-29=-2236/0, 12-13=-2236/0, 13-14=-1485/0, 14-15=0/0 BOT CHORD 26-27=-7/14, 25-26=-159/245, 24-25=-159/245, 23-24=-159/245, 22-23=-159/245, 21-22=0/734, 20-21=0/1752, 19-20=0/2243, 18-19=0/2243, 17-18=0/2105, 16-17=0/853 WEBS 6-22=-62/34, 2-26=-139/0, 3-25=-132/0, 4-24=-139/0, 5-23=-125/0, 1-26=-256/386, 14-16=-1282/0, 14-17=0/1003, 13-17=-985/0, 13-18=0/256, 10-18=-134/95, 10-19=-274/0, 7-22=-1132/0, 7-21=0/778, 8-21=-838/0, 8-20=0/831, 9-20=-402/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 27, 157 lb uplift at joint 26 and 64 lb uplift at joint 23. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. 8)Use Simpson Strong-Tie THA422 (6-16d Girder, 6-10d Truss) or equivalent at 14-3-12 from the left end to connect truss(es) to front face of top chord. 9)Fill all nail holes where hanger is in contact with lumber. 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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 16-27=-10, 1-15=-100 Concentrated Loads (lb) Vert: 29=-358 (F) Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507101F04Floor Girder 1 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:21 Page: 1 ID:1uRCOw1F48daXySUJp4tjfz5?oN-3OmHxLVAlulClAeJAC9N4uR27YoksgZZO4JS09z5?AK June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =1.5x4 =3x6 =3x3 =3x3 =1.5x4 =3x3 =3x6 =3x3 8 7 6 5 1 2 3 4 1-3-0 1-9-8 0-4-0 0-4-0 4-11-0 5-3-0 1 -8 -0 1 -5 -0 1 -5 -0 0 -3 -0 1 -8 -0 1 -8 -0 Scale = 1:27.4 Plate Offsets (X, Y):[8:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL)-0.01 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.11 Vert(CT)-0.01 6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT)-0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 33 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) 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)1=0-3-8, 5=0-3-8 Max Grav 1=260 (LC 1), 5=260 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-1/12, 4-5=-58/5, 1-2=-188/0, 2-3=-187/0, 3-4=0/0 BOT CHORD 7-8=0/0, 6-7=0/187, 5-6=0/187 WEBS 1-7=0/274, 2-7=-180/0, 3-5=-274/0, 3-6=0/34 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507102F05Floor21J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:22 Page: 1 ID:BOUgIA0JB8U4stzGxWr9k9z508L-XaKf8gWpWBt3NKDVkwgcd5_KDyITbA1idk3?Zbz5?AJ June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =3x3 =3x6 =3x3 =1.5x4 =1.5x4 =3x3 =3x6 =3x3 8 7 6 5 1 2 3 4 1-3-0 1-11-8 5-2-8 5-2-8 1 -8 -0 1 -8 -0 Scale = 1:25.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL)-0.01 6 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(CT)-0.01 6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 34 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)5=0-3-8, 8=0-3-0 Max Grav 5=273 (LC 1), 8=273 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-56/10, 4-5=-56/10, 1-2=0/0, 2-3=-203/0, 3-4=0/0 BOT CHORD 7-8=0/203, 6-7=0/203, 5-6=0/203 WEBS 2-8=-297/0, 2-7=0/39, 3-5=-297/0, 3-6=0/39 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507103F06Floor21J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:22 Page: 1 ID:CTbNaQqzA12Q0KAKwo36VVz507H-XaKf8gWpWBt3NKDVkwgcd5_K9yH?bBXidk3?Zbz5?AJ June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =3x3 =3x6 =3x3 =3x3 =3x3 =1.5x4 =1.5x4 =3x3 =3x3 =3x6 =3x3 11 10 9 8 7 1 2 3 4 5 6 1-3-0 1-11-0 8-11-0 8-11-0 1 -8 -0 1 -8 -0 Scale = 1:22.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL)-0.06 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT)-0.08 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.01 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 53 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)7=0-5-8, 11=0-5-8 Max Grav 7=477 (LC 1), 11=477 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-11=-28/0, 6-7=-65/0, 1-2=0/0, 2-3=-543/0, 3-4=-642/0, 4-5=-642/0, 5-6=0/0 BOT CHORD 10-11=0/393, 9-10=0/642, 8-9=0/642, 7-8=0/368 WEBS 2-11=-590/0, 2-10=0/239, 3-10=-205/0, 3-9=-104/17, 5-7=-554/0, 5-8=0/443, 4-8=-241/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507104F07Floor71J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:22 Page: 1 ID:WShbSh9LWXnzb4?HpBXgPUz505a-XaKf8gWpWBt3NKDVkwgcd5_GfyBFbAHidk3?Zbz5?AJ June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =3x3 =3x3 =3x3 =3x3 22 21 20 19 18 17 16 15 14 13 12 23 24 1 2 3 4 5 6 7 8 9 10 11 0-1-8 0-1-8 1-0-4 12 -11-0 12 -11-0 1 -8 -0 1 -8 -0 Scale = 1:28.7 Plate Offsets (X, Y):[23:0-1-8,0-0-12], [24:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 68 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)12=12-11-0, 13=12-11-0, 14=12-11-0, 15=12-11-0, 16=12-11-0, 17=12-11-0, 18=12-11-0, 19=12-11-0, 20=12-11-0, 21=12-11-0, 22=12-11-0 Max Grav 12=23 (LC 1), 13=127 (LC 1), 14=151 (LC 1), 15=146 (LC 1), 16=147 (LC 1), 17=147 (LC 1), 18=147 (LC 1), 19=147 (LC 1), 20=146 (LC 1), 21=153 (LC 1), 22=47 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 22-23=-43/0, 1-23=-43/0, 12-24=-21/0, 11-24=-21/0, 1-2=-1/0, 2-3=-1/0, 3-4=-1/0, 4-5=-1/0, 5-6=-1/0, 6-7=-1/0, 7-8=-1/0, 8-9=-1/0, 9-10=-1/0, 10-11=-1/0 BOT CHORD 21-22=0/2, 20-21=0/1, 19-20=0/1, 18-19=0/1, 17-18=0/1, 16-17=0/1, 15-16=0/1, 14-15=0/1, 13-14=0/1, 12-13=0/1 WEBS 2-21=-138/0, 3-20=-133/0, 4-19=-133/0, 5-18=-133/0, 6-17=-133/0, 7-16=-134/0, 8-15=-132/0, 9-14=-137/0, 10-13=-115/0, 1-21=-1/0 NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507105F08Floor Supported Gable 2 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:22 Page: 1 ID:dDVwlyW9RlZiBhI2ZV3idpz5056-XaKf8gWpWBt3NKDVkwgcd5_M6yJ?bBxidk3?Zbz5?AJ June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =1.5x4 =1.5x4 =3x6 =3x3 =3x3 =3x3 =3x3 =1.5x4 =1.5x4 =3x3 =3x3 =3x3 =3x3 =3x6 =1.5x4 =1.5x4 14 13 12 11 10 9 15 16 1 2 3 4 5 6 7 8 0-1-8 2-2-0 0-1-8 1-3-0 12-11-0 12-11-0 1 -8 -0 1 -8 -0 Scale = 1:29.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [15:0-1-8,0-0-12], [16:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL)-0.09 12-13 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.55 Vert(CT)-0.10 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT)0.02 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 73 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)9=0-5-0, 14=0-5-0 Max Grav 9=690 (LC 1), 14=690 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 14-15=-34/0, 1-15=-34/0, 9-16=-34/0, 8-16=-34/0, 1-2=-1/0, 2-3=-919/0, 3-4=-1404/0, 4-5=-1404/0, 5-6=-1404/0, 6-7=-919/0, 7-8=-1/0 BOT CHORD 13-14=0/579, 12-13=0/1235, 11-12=0/1404, 10-11=0/1235, 9-10=0/579 WEBS 7-9=-868/0, 2-14=-868/0, 7-10=0/540, 2-13=0/540, 6-10=-502/0, 3-13=-502/0, 6-11=0/431, 3-12=0/431, 4-12=-251/0, 5-11=-251/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507106F09Floor191J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:23 Page: 1 ID:emYntawURBrtGwuaZegg?_z504a-?mu1M0WRHV?w?UohHdBrAJWQuLXlKc5srOoY51z5?AI June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =3x3 =3x3 =3x3 =3x3 =3x3 24 23 22 21 20 19 18 17 16 15 14 13 25 1 2 3 4 5 6 7 8 9 10 11 12 0-1-8 1-0-4 14 -2-0 14 -2-0 1 -8 -0 1 -8 -0 Scale = 1:28.7 Plate Offsets (X, Y):[25:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 13 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 74 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)13=14-2-0, 14=14-2-0, 15=14-2-0, 16=14-2-0, 17=14-2-0, 18=14-2-0, 19=14-2-0, 20=14-2-0, 21=14-2-0, 22=14-2-0, 23=14-2-0, 24=14-2-0 Max Grav 13=22 (LC 1), 14=126 (LC 1), 15=151 (LC 1), 16=145 (LC 1), 17=147 (LC 1), 18=147 (LC 1), 19=147 (LC 1), 20=147 (LC 1), 21=147 (LC 1), 22=146 (LC 1), 23=154 (LC 1), 24=46 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 24-25=-42/0, 1-25=-42/0, 12-13=-20/0, 1-2=0/0, 2-3=0/0, 3-4=0/0, 4-5=0/0, 5-6=0/0, 6-7=0/0, 7-8=0/0, 8-9=0/0, 9-10=0/0, 10-11=0/0, 11-12=0/0 BOT CHORD 23-24=0/2, 22-23=0/0, 21-22=0/0, 20-21=0/0, 19-20=0/0, 18-19=0/0, 17-18=0/0, 16-17=0/0, 15-16=0/0, 14-15=0/0, 13-14=0/0 WEBS 2-23=-138/0, 3-22=-133/0, 4-21=-133/0, 5-20=-133/0, 6-19=-133/0, 7-18=-133/0, 8-17=-134/0, 9-16=-132/0, 10-15=-138/0, 11-14=-114/0, 1-23=-3/0 NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507107F10Floor Supported Gable 1 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:23 Page: 1 ID:TBRUiRCv0FlcXS9?Pza4Rqz504D-?mu1M0WRHV?w?UohHdBrAJWXsLfEKeAsrOoY51z5?AI June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =1.5x4 =3x6 =1.5x4 =1.5x4 =3x6 16 15 14 13 12 11 10 17 1 2 18 3 4 5 6 7 8 9 0-1-8 1-3-0 1-2-8 2-2-8 0-2-12 1-8-4 1-5-8 1-5-8 12-8-12 14-5-0 1 -8 -0 1 -8 -0 Scale = 1:31.5 Plate Offsets (X, Y):[17:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL)-0.11 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(CT)-0.13 11-12 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT)0.02 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 85 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)10=0-5-0, 15=0-5-8 Max Grav 10=661 (LC 4), 15=1546 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 16-17=-1/3, 1-17=-1/3, 9-10=-40/0, 1-2=0/333, 2-18=0/333, 3-18=0/333, 3-4=-666/41, 4-5=-1255/0, 5-6=-1255/0, 6-7=-1255/0, 7-8=-862/0, 8-9=0/0 BOT CHORD 15-16=0/0, 14-15=-176/297, 13-14=0/1024, 12-13=0/1255, 11-12=0/1144, 10-11=0/548 WEBS 2-15=-496/0, 1-15=-497/0, 3-15=-879/0, 3-14=0/593, 4-14=-579/0, 4-13=0/544, 5-13=-306/0, 8-10=-823/0, 8-11=0/499, 7-11=-447/0, 7-12=-48/344, 6-12=-209/18 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 10-16=-10, 1-18=-400, 9-18=-100 Concentrated Loads (lb) Vert: 1=-130 Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507108F11Floor11J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:23 Page: 1 ID:g5_czaD5Nm6HvjhsVmYT1Lz500K-?mu1M0WRHV?w?UohHdBrAJWMMLUzKcssrOoY51z5?AI June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =1.5x4 =3x6 =3x4 =3x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x6 17 16 15 14 13 12 11 10 18 1 2 3 4 5 6 7 8 9 0-1-8 1-3-0 2-0-0 1-2-8 2-1-0 0-2-12 1-8-4 1-5-8 1-5-8 14-7-4 16-3-8 1 -8 -0 1 -8 -0 Scale = 1:31.5 Plate Offsets (X, Y):[14:0-1-8,Edge], [18:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL)-0.16 12-13 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(CT)-0.21 12-13 >824 360 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(CT)0.02 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 94 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(flat) 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: 16-17,15-16. REACTIONS (size)10=0-3-8, 16=0-5-8 Max Grav 10=764 (LC 4), 16=1380 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 17-18=-7/1, 1-18=-7/1, 9-10=-85/0, 1-2=0/396, 2-3=0/396, 3-4=-780/45, 4-5=-1632/0, 5-6=-1632/0, 6-7=-1655/0, 7-8=-1254/0, 8-9=0/0 BOT CHORD 16-17=0/0, 15-16=-197/342, 14-15=0/1245, 13-14=0/1632, 12-13=0/1632, 11-12=0/1574, 10-11=0/914 WEBS 2-16=-130/0, 1-16=-590/0, 3-16=-1036/0, 3-15=0/702, 4-15=-749/0, 4-14=0/743, 5-14=-335/0, 8-10=-1129/0, 8-11=0/540, 7-11=-509/0, 7-12=-6/219, 6-12=-199/226, 6-13=-272/10 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 10-17=-10, 1-9=-100 Concentrated Loads (lb) Vert: 1=-380 Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507109F12Floor Supported Gable 5 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:23 Page: 1 ID:pZ3DxzeYHDJvuS_IDm8M8Wz5?zC-?mu1M0WRHV?w?UohHdBrAJWJgLUxKbCsrOoY51z5?AI June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =1.5x4 =3x6 =3x4 =3x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x6 17 16 15 14 13 12 11 10 18 1 2 3 4 5 6 7 8 9 0-1-8 1-3-0 1-8-8 1-2-8 2-1-0 0-2-12 1-8-4 1-5-8 1-5-8 14-3-12 16-0-0 1 -8 -0 1 -8 -0 Scale = 1:31.5 Plate Offsets (X, Y):[14:0-1-8,Edge], [18:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL)-0.15 12-13 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(CT)-0.19 12-13 >881 360 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(CT)0.02 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 93 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(flat) 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: 16-17,15-16. REACTIONS (size)10= Mechanical, 16=0-5-8 Max Grav 10=747 (LC 4), 16=1365 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 17-18=-6/1, 1-18=-6/1, 9-10=-71/0, 1-2=0/396, 2-3=0/396, 3-4=-756/51, 4-5=-1570/0, 5-6=-1570/0, 6-7=-1570/0, 7-8=-1141/0, 8-9=0/0 BOT CHORD 16-17=0/0, 15-16=-200/329, 14-15=0/1206, 13-14=0/1570, 12-13=0/1570, 11-12=0/1475, 10-11=0/788 WEBS 2-16=-131/0, 1-16=-591/0, 3-16=-1017/0, 3-15=0/685, 4-15=-725/0, 4-14=0/711, 5-14=-323/0, 8-10=-1029/0, 8-11=0/561, 7-11=-531/0, 7-12=0/230, 6-12=-214/194, 6-13=-256/18 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s) for truss to truss connections. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 10-17=-10, 1-9=-100 Concentrated Loads (lb) Vert: 1=-380 Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507110F13Floor31J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:24 Page: 1 ID:cXI4k0bYMgb3iCnE84X79Tz5?wh-?mu1M0WRHV?w?UohHdBrAJWKRLVaKbLsrOoY51z5?AI June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =1.5x4 =3x6 =3x4 =3x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x6 17 16 15 14 13 12 11 10 18 1 2 19 3 4 5 6 7 8 9 0-1-8 1-3-0 1-8-8 1-2-8 2-1-0 0-2-12 1-8-4 1-5-8 1-5-8 14-3-12 16-0-0 1 -8 -0 1 -8 -0 Scale = 1:31.5 Plate Offsets (X, Y):[14:0-1-8,Edge], [18:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL)-0.15 12-13 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT)-0.19 12-13 >890 360 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(CT)0.02 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 93 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(flat) 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: 16-17,15-16. REACTIONS (size)10= Mechanical, 16=0-5-8 Max Grav 10=752 (LC 4), 16=1628 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 17-18=-6/1, 1-18=-6/1, 9-10=-71/0, 1-2=0/332, 2-19=0/332, 3-19=0/332, 3-4=-794/12, 4-5=-1596/0, 5-6=-1596/0, 6-7=-1588/0, 7-8=-1151/0, 8-9=0/0 BOT CHORD 16-17=0/0, 15-16=-160/369, 14-15=0/1241, 13-14=0/1596, 12-13=0/1596, 11-12=0/1489, 10-11=0/794 WEBS 2-16=-495/0, 1-16=-495/0, 3-16=-980/0, 3-15=0/683, 4-15=-720/0, 4-14=0/698, 5-14=-317/0, 8-10=-1037/0, 8-11=0/567, 7-11=-537/0, 7-12=0/237, 6-12=-226/182, 6-13=-250/24 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s) for truss to truss connections. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 10-17=-10, 1-19=-400, 9-19=-100 Concentrated Loads (lb) Vert: 1=-130 Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507111F14Floor11J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:24 Page: 1 ID:SstmXaJcwJUwl0eXTu4QwPz5?uT-TzRPZMX32p7nceNtrLi4iW3UTlry32f?42Y6dUz5?AH June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =1.5x4 =1.5x4 =3x6 =1.5x4 =1.5x4 =3x6 15 14 13 12 11 10 9 16 1 2 3 4 5 6 7 8 0-1-8 2-0-8 1-3-0 1-8-8 14 -6 -0 14 -6 -0 1 -8 -0 1 -8 -0 Scale = 1:29.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [16:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL)-0.13 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(CT)-0.17 11-12 >989 360 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT)0.02 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 81 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)9= Mechanical, 15=0-5-0 Max Grav 9=784 (LC 1), 15=778 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 15-16=-33/0, 1-16=-33/0, 8-9=-70/0, 1-2=-1/0, 2-3=-1056/0, 3-4=-1763/0, 4-5=-1763/0, 5-6=-1703/0, 6-7=-1214/0, 7-8=0/0 BOT CHORD 14-15=0/653, 13-14=0/1463, 12-13=0/1763, 11-12=0/1763, 10-11=0/1575, 9-10=0/833 WEBS 2-15=-979/0, 2-14=0/639, 3-14=-646/0, 3-13=0/601, 4-13=-280/0, 7-9=-1088/0, 7-10=0/606, 6-10=-573/0, 6-11=0/284, 5-11=-304/88, 5-12=-201/65 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s) for truss to truss connections. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507112F15Floor71J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:24 Page: 1 ID:hC4kqXfEnPTAZ4dsTiZSwpz5?sk-TzRPZMX32p7nceNtrLi4iW3YJlt633v?42Y6dUz5?AH June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =1.5x4 =1.5x4 =3x6 =3x4 =3x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x3 =3x3 =3x3 =3x3 =3x3 =3x6 =3x3 15 14 13 12 11 10 9 16 1 2 3 4 5 6 7 8 0-1-8 2-6-0 1-3-0 1-8-8 14-11-8 14-11-8 1 -8 -0 1 -8 -0 Scale = 1:29.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [13:0-1-8,Edge], [16:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL)-0.18 11-12 >974 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(CT)-0.23 11-12 >767 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT)0.02 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 82 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)9=0-5-8, 15=0-5-0 Max Grav 9=809 (LC 1), 15=803 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 15-16=-32/0, 1-16=-32/0, 8-9=-71/0, 1-2=-1/0, 2-3=-1096/0, 3-4=-1871/0, 4-5=-1871/0, 5-6=-1796/0, 6-7=-1264/0, 7-8=0/0 BOT CHORD 14-15=0/675, 13-14=0/1526, 12-13=0/1871, 11-12=0/1871, 10-11=0/1645, 9-10=0/862 WEBS 2-15=-1013/0, 2-14=0/667, 3-14=-683/0, 3-13=0/680, 4-13=-333/0, 7-9=-1127/0, 7-10=0/637, 6-10=-606/0, 6-11=0/320, 5-11=-347/75, 5-12=-210/70 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507113F16Floor21J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:24 Page: 1 ID:0GHe_2oG5om2IHftKOFyb8z5?pz-TzRPZMX32p7nceNtrLi4iW3VSlsp33k?42Y6dUz5?AH June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =3x3 =3x3 =3x3 =3x3 24 23 22 21 20 19 18 17 16 15 14 13 25 26 1 2 3 4 5 6 7 8 9 10 11 12 0 -1-8 0-1-8 1-0-4 14 -3-0 14 -3-0 1 -8 -0 1 -8 -0 Scale = 1:28.7 Plate Offsets (X, Y):[25:0-1-8,0-0-12], [26:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 13 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 74 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)13=14-3-0, 14=14-3-0, 15=14-3-0, 16=14-3-0, 17=14-3-0, 18=14-3-0, 19=14-3-0, 20=14-3-0, 21=14-3-0, 22=14-3-0, 23=14-3-0, 24=14-3-0 Max Grav 13=23 (LC 1), 14=127 (LC 1), 15=151 (LC 1), 16=146 (LC 1), 17=147 (LC 1), 18=147 (LC 1), 19=147 (LC 1), 20=147 (LC 1), 21=147 (LC 1), 22=146 (LC 1), 23=153 (LC 1), 24=47 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 24-25=-43/0, 1-25=-43/0, 13-26=-21/0, 12-26=-21/0, 1-2=-1/0, 2-3=-1/0, 3-4=-1/0, 4-5=-1/0, 5-6=-1/0, 6-7=-1/0, 7-8=-1/0, 8-9=-1/0, 9-10=-1/0, 10-11=-1/0, 11-12=-1/0 BOT CHORD 23-24=0/2, 22-23=0/1, 21-22=0/1, 20-21=0/1, 19-20=0/1, 18-19=0/1, 17-18=0/1, 16-17=0/1, 15-16=0/1, 14-15=0/1, 13-14=0/1 WEBS 2-23=-138/0, 3-22=-133/0, 4-21=-133/0, 5-20=-133/0, 6-19=-133/0, 7-18=-133/0, 8-17=-134/0, 9-16=-132/0, 10-15=-137/0, 11-14=-115/0, 1-23=-1/0 NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507114F17Floor Supported Gable 1 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:25 Page: 1 ID:48hJ7AzgZPfwbaImj10TiJz5?pk-TzRPZMX32p7nceNtrLi4iW3hcl?T35Q?42Y6dUz5?AH June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =3x3 =3x6 =3x3 =1.5x4 =1.5x4 =3x3 =3x6 =3x3 8 7 6 5 1 9 2 3 10 4 1-3-0 0-8-0 3-11-0 3-11-0 1 -5 -0 1 -5 -0 Scale = 1:27.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL)-0.01 7-8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.17 Vert(CT)-0.01 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 27 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)5= Mechanical, 8=0-3-8 Max Grav 5=458 (LC 4), 8=384 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-105/0, 4-5=-450/0, 1-9=0/0, 2-9=0/0, 2-3=-291/0, 3-10=-291/0, 4-10=-291/0 BOT CHORD 7-8=0/291, 6-7=0/291, 5-6=0/0 WEBS 4-6=0/391, 2-8=-391/0, 2-7=-37/17, 3-6=-256/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 5-8=-10, 1-4=-100 Concentrated Loads (lb) Vert: 9=-160, 10=-182 Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507115F18Floor Girder 1 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:25 Page: 1 ID:0oKV7gCb5F3ENVFQKXswzJz5?pR-x9?nmiYhp6FeEoy4P2DJFkclA9ICoXF9JiHfAwz5?AG June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =3x6 =6x8 =5x14 =1.5x4 =4x10 =1.5x4 =3x10 =1.5x4 =1.5x4 =4x10 =5x14 =1.5x4 =6x8 =3x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 19 20 21 14 13 12 22 11 10 9 25 8 23 24 1 15 2 3 16 4 17 5 6 18 7 0-1-8 0-1-8 0-1-8 19 -7-0 3-2-9 13-0-1 3-2-9 16-2-11 3-2-9 6-6-15 3-2-9 9-9-8 3-2-13 3-4-5 3-2-13 19 -5-8 3-2-9 13-0-1 3-2-9 16-2-11 3-2-9 6-6-15 3-2-9 9-9-8 3-4-5 3-4-5 3-4-5 19 -7-0 1 -8 -0 1 -4 -8 1 -4 -8 1 -4 -8 0 -3 -8 1 -8 -0 Scale = 1:38.1 Plate Offsets (X, Y):[9:0-3-4,0-2-12], [13:0-6-12,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL)-0.42 11 >549 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT)-0.63 11 >368 360 BCLL 0.0*Rep Stress Incr NO WB 0.50 Horz(CT)0.11 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Wind(LL)0.23 11 >999 240 Weight: 194 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E BOT CHORD 2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 *Except* 7-9,13-1,13-3,11-3,11-5,9-5:2x4 SP 2250F 1.9E BRACING TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. REACTIONS (size)8=0-3-0, 14=0-3-0 Max Horiz 14=-59 (LC 6) Max Uplift 8=-1101 (LC 5), 14=-1095 (LC 4) Max Grav 8=4381 (LC 1), 14=4370 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-4241/1073, 1-15=-8655/2158, 2-15=-8655/2158, 2-3=-8655/2158, 3-16=-15408/3781, 4-16=-15408/3781, 4-17=-15408/3781, 5-17=-15408/3781, 5-6=-8657/2160, 6-18=-8657/2160, 7-18=-8657/2160, 7-8=-4241/1073 BOT CHORD 14-19=-102/276, 13-19=-102/276, 13-20=-3380/13739, 20-21=-3380/13739, 12-21=-3380/13739, 12-22=-3380/13739, 11-22=-3380/13739, 11-23=-3432/13730, 10-23=-3432/13730, 10-24=-3432/13730, 9-24=-3432/13730, 9-25=-78/256, 8-25=-78/256 WEBS 7-9=-2293/9138, 2-13=-1353/369, 1-13=-2292/9138, 3-13=-5529/1364, 3-12=-28/158, 3-11=-479/1815, 4-11=-1304/330, 5-11=-482/1826, 5-10=-23/151, 5-9=-5517/1355, 6-9=-1352/370 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 0-8-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 3-06-00 tall by 2-00-00 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 1095 lb uplift at joint 14 and 1101 lb uplift at joint 8. 8)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-7=-410 (F=-310), 8-14=-20 Concentrated Loads (lb) Vert: 9=-51 (B), 11=-51 (B), 19=-51 (B), 20=-51 (B), 21=-51 (B), 22=-51 (B), 23=-51 (B), 24=-51 (B), 25=-51 (B) Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507116FG01Flat Girder 1 2J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:25 Page: 1 ID:vdkAeyYQPaf3Fa_a1IGPy2z50FO-x9?nmiYhp6FeEoy4P2DJFkceY96PoRC9JiHfAwz5?AG June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =1.5x4 =3x10 =1.5x4 =4x16 =3x10 =1.5x4 HTU26 HTU26 HTU26 HTU26 6 7 8 5 9 10 4 1 2 3 4-5-8 4-5-8 4-5-8 8-11-0 4-5-8 4-5-8 4-5-8 8-11-0 1 -8 -0 Scale = 1:28.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL)-0.07 4-5 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(CT)-0.11 4-5 >940 360 BCLL 0.0*Rep Stress Incr NO WB 0.71 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Wind(LL)0.05 4-5 >999 240 Weight: 87 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-5-8, 6=0-5-8 Max Horiz 6=-59 (LC 6) Max Uplift 4=-680 (LC 5), 6=-675 (LC 4) Max Grav 4=2538 (LC 1), 6=2524 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-2306/621, 1-2=-4807/1288, 2-3=-4807/1288, 3-4=-2306/621 BOT CHORD 6-7=-53/46, 7-8=-53/46, 5-8=-53/46, 5-9=-23/21, 9-10=-23/21, 4-10=-23/21 WEBS 3-5=-1366/5045, 2-5=-2335/638, 1-5=-1366/5045 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 0-6-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 3-06-00 tall by 2-00-00 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 675 lb uplift at joint 6 and 680 lb uplift at joint 4. 8)Use Simpson Strong-Tie HTU26 (10-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-6-4 from the left end to 7-6-4 to connect truss(es) to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-3=-450 (F=-350), 4-6=-20 Concentrated Loads (lb) Vert: 7=-252 (F), 8=-252 (F), 9=-252 (F), 10=-252 (F) Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507117FG02Flat Girder 1 2J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:25 Page: 1 ID:G1Hvp_TXB7ZfCs4yHU5SMNz50Cw-x9?nmiYhp6FeEoy4P2DJFkch99D1oNs9JiHfAwz5?AG June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 1212 =3x6 =3x4 =5x8 =3x5 =5x5 =3x5 =4x4 =3x4 =4x4 =3x4 =3x5 =5x5 = 5x8 =3x5 =3x4 =3x6 Special Special NAILED Special Special NAILED 16 11 101 15 2514 1326 12 2 9 3 8 4 7 65 0-5-0 1-0-0 6-11-8 1-3-8 10 -7-12 1-3-8 3-6-12 2-3-4 2-3-4 2-3-4 12 -11-0 2-4-12 9-4-4 2-4-12 5-11-8 0-8-8 6-9-12 1-0-0 10 -6-0 1-0-0 3-5-0 2-5-0 2-5-0 2-5-0 12 -11-0 2-8-4 9-6-0 2-8-4 6-1-4 4 -3 -8 0 -9 -13 2 -8 -8 1 -0 -0 0 -3 -8 0 -3 -8 4 -0 -0 4 -3 -8 Scale = 1:56.8 Plate Offsets (X, Y):[11:0-2-8,Edge], [16:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL)0.06 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT)-0.10 12-13 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.30 Horz(CT)0.07 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 78 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-3 oc bracing. REACTIONS (size)1=0-5-0, 10=0-5-0 Max Horiz 1=-93 (LC 6) Max Uplift 1=-484 (LC 8), 10=-484 (LC 8) Max Grav 1=1082 (LC 13), 10=1082 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-236/110, 2-3=-1467/699, 3-4=-2521/1162, 4-5=-2030/996, 5-6=-1755/884, 6-7=-2044/996, 7-8=-2469/1162, 8-9=-1467/699, 9-10=-237/110 BOT CHORD 1-16=-523/1236, 15-16=-679/1616, 15-25=-947/2224, 14-25=-947/2224, 13-14=-808/1788, 13-26=-947/2126, 12-26=-947/2126, 11-12=-679/1527, 10-11=-523/1167 WEBS 3-16=-1156/507, 3-15=-597/1372, 4-15=-117/357, 4-14=-535/232, 5-14=-125/384, 6-13=-125/384, 7-13=-513/232, 7-12=-117/331, 8-12=-597/1337, 8-11=-1094/507 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 3-06-00 tall by 2-00-00 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 484 lb uplift at joint 1 and 484 lb uplift at joint 10. 7)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 594 lb down and 408 lb up at 6-0-0, and 594 lb down and 408 lb up at 7-0-0 on top chord, and 90 lb down and 10 lb up at 6-2-2, and 90 lb down and 10 lb up at 6-9-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-5=-54, 5-6=-54, 6-10=-54, 16-17=-20, 15-16=-20, 12-15=-20, 11-12=-20, 11-21=-20 Concentrated Loads (lb) Vert: 5=-522 (B), 6=-522 (B), 14=-65 (B), 13=-65 (B), 25=-10 (B), 26=-10 (B) Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507118G01Hip Girder 2 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:26 Page: 1 ID:FAiDWrE2nhLM46xCpctSgTz50MF-QLZA_2ZJaQNVsxWGzlkYnx8yFZY9XxcIXM1CiMz5?AF June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 12 12 =3x6 =3x4 =5x8 =3x5 =5x5 =4x7 =5x5 = 5x8 =3x5 =3x4 =3x6 11 8 71 10 9 2 6 3 5 23202122 4 2-3-4 2-3-4 2-3-4 12 -11-0 4-2-4 10 -7-12 4-2-4 6-5-8 1-0-0 10-6-0 1-0-0 3-5-0 2-5-0 2-5-0 2-5-0 12-11-0 6-1-0 9-6-0 4 -7 -0 0 -9 -13 1 -0 -0 0 -3 -8 0 -3 -8 4 -3 -8 4 -7 -0 Scale = 1:41 Plate Offsets (X, Y):[8:0-2-8,Edge], [11:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL)-0.06 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT)-0.13 9-10 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.10 Horz(CT)0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 71 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-5-0, 7=0-5-0 Max Horiz 1=100 (LC 11) Max Uplift 1=-145 (LC 12), 7=-145 (LC 12) Max Grav 1=478 (LC 1), 7=478 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-139/69, 2-3=-616/279, 3-20=-960/388, 20-21=-949/390, 4-21=-943/403, 4-22=-943/402, 22-23=-949/390, 5-23=-960/388, 5-6=-616/279, 6-7=-139/69 BOT CHORD 1-11=-198/521, 10-11=-254/712, 9-10=-111/470, 8-9=-254/684, 7-8=-198/499 WEBS 4-9=-167/491, 5-9=-54/399, 5-8=-502/199, 4-10=-167/496, 3-10=-54/399, 3-11=-518/198 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 6-6-0, Exterior (2) 6-6-0 to 9-6-0, Interior (1) 9-6-0 to 12-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 3-06-00 tall by 2-00-00 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 145 lb uplift at joint 1 and 145 lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507119G02Roof Special 2 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:26 Page: 1 ID:8U?aUriurM8zeyrW1aZMCUz50Lf-QLZA_2ZJaQNVsxWGzlkYnx8??Zb9X_cIXM1CiMz5?AF June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 12 12 =3x6 =3x4 =5x8 =3x5 =5x5 =4x7 =5x5 = 5x5 =3x5 =3x4 =3x8 11 8 1 7 10 9 2 6 3 5 20 232221 4 2-3-4 2-3-4 2-1-12 12 -9-8 4-2-4 10-7-12 4-2-4 6-5-8 1-0-0 3-5-0 1-0-0 10 -6-0 2-3-8 12-9-8 2-5-0 2-5-0 6-1-0 9-6-0 0 -9 -13 0 -10 -11 4 -7 -0 1 -0 -0 Scale = 1:41 Plate Offsets (X, Y):[11:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL)-0.06 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT)-0.13 9-10 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.10 Horz(CT)0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 70 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-5-0, 7=0-3-8 Max Horiz 1=-99 (LC 10) Max Uplift 1=-143 (LC 12), 7=-143 (LC 12) Max Grav 1=473 (LC 1), 7=473 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-139/69, 2-3=-609/277, 3-20=-948/387, 20-21=-940/389, 4-21=-934/401, 4-22=-911/392, 22-23=-916/379, 5-23=-925/378, 5-6=-589/268, 6-7=-36/23 BOT CHORD 1-11=-199/515, 10-11=-256/705, 9-10=-112/461, 8-9=-244/648, 7-8=-190/470 WEBS 4-9=-157/462, 5-9=-56/397, 5-8=-485/195, 4-10=-168/494, 3-10=-54/393, 3-11=-513/199 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 6-6-0, Exterior (2) 6-6-0 to 9-6-0, Interior (1) 9-6-0 to 12-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 3-06-00 tall by 2-00-00 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 143 lb uplift at joint 1 and 143 lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507120G03Roof Special 1 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:27 Page: 1 ID:cDdpqp7rb7Y?LK0EaRha7tz50L6-uY7YBOZxLkWLT55SWTFnK9hAkzxQGRsSm0mmEpz5?AE June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 =3x6 =3x4 =4x4 =1.5x4 =3x4 =3x8 6 1 5 2 4 15 181716 3 6-5-8 6-5-8 6-4-0 12 -9-8 6-4-0 12 -9-8 6-5-8 6-5-8 0 -9 -13 0 -10 -11 4 -7 -0 Scale = 1:36.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL)-0.05 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT)-0.08 6-9 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.06 Horz(CT)0.03 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 53 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-5-0, 5=0-3-8 Max Horiz 1=-99 (LC 10) Max Uplift 1=-143 (LC 12), 5=-143 (LC 12) Max Grav 1=473 (LC 1), 5=473 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-298/166, 2-15=-500/222, 15-16=-496/224, 3-16=-496/237, 3-17=-498/237, 17-18=-499/224, 4-18=-501/223, 4-5=-208/115 BOT CHORD 1-6=-192/403, 5-6=-104/403 WEBS 3-6=-13/268 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 6-6-0, Exterior (2) 6-6-0 to 9-6-0, Interior (1) 9-6-0 to 12-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 3-06-00 tall by 2-00-00 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 143 lb uplift at joint 1 and 143 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507121G04Common31J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:27 Page: 1 ID:KhHS3sfREe5ld5Ni9gUuv8z50KQ-uY7YBOZxLkWLT55SWTFnK9h7pzwMGSXSm0mmEpz5?AE June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 4.95 12 8.49 12 =3x6 =3x4 =4x4 =3x4 =5x5 =1.5x4NAILED NAILED NAILED NAILED 15 8 1 7 616 2 13 3 4 14 5 1-8-8 4-10-4 3-1-12 3-1-12 3-6-2 8-4-6 1-5-0 4-8-8 3-3-8 3-3-8 3-7-14 8-4-6 4 -3 -3 0 -9 -13 4 -3 -3 Scale = 1:38.3 Plate Offsets (X, Y):[8:0-2-4,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL)0.33 7 >300 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT)-0.46 7 >216 180 BCLL 0.0*Rep Stress Incr NO WB 0.12 Horz(CT)0.10 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight: 36 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 5= Mechanical, 6= Mechanical Max Horiz 1=126 (LC 8) Max Uplift 1=-80 (LC 8), 5=-169 (LC 8) Max Grav 1=323 (LC 1), 5=295 (LC 1), 6=75 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-126/32, 2-13=-432/134, 3-13=-430/135, 3-4=-249/52, 4-14=-63/46, 5-14=-73/106 BOT CHORD 1-15=-226/423, 8-15=-226/423, 7-8=-263/499, 7-16=0/0, 6-16=0/0 WEBS 3-8=-257/160, 3-7=-396/213, 4-7=-246/535 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 80 lb uplift at joint 1 and 169 lb uplift at joint 5. 6)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 7)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-5=-54, 8-9=-20, 7-8=-20, 6-7=-20 Concentrated Loads (lb) Vert: 14=-21 (B), 15=-5 (B), 16=-18 (B) Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507122J01Jack-Partial Girder 5 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:27 Page: 1 ID:YnVWBzLx9JTNAfoZwHaKgrz53rT-uY7YBOZxLkWLT55SWTFnK9h?FzzgGRcSm0mmEpz5?AE June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 4.95 12 8.49 12 =3x6 =3x4 =4x4 =3x4 =5x5 =1.5x4NAILED NAILED NAILED NAILED 815 1 7 16 6 2 13 3 4 14 5 1-8-8 4-10-4 3-1-12 3-1-12 3-3-2 8-1-6 1-5-0 4-8-8 3-3-8 3-3-8 3-4-14 8-1-6 4 -1 -15 0 -9 -13 4 -1 -15 Scale = 1:38.3 Plate Offsets (X, Y):[8:0-2-4,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL)0.28 7 >346 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT)-0.39 7 >249 180 BCLL 0.0*Rep Stress Incr NO WB 0.11 Horz(CT)0.08 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight: 35 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 5= Mechanical, 6= Mechanical Max Horiz 1=122 (LC 8) Max Uplift 1=-77 (LC 8), 5=-165 (LC 8) Max Grav 1=313 (LC 1), 5=289 (LC 1), 6=70 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-126/32, 2-13=-409/127, 3-13=-407/128, 3-4=-235/49, 4-14=-61/48, 5-14=-71/105 BOT CHORD 1-15=-215/402, 8-15=-215/402, 7-8=-250/475, 7-16=0/0, 6-16=0/0 WEBS 3-8=-241/152, 3-7=-376/203, 4-7=-234/509 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 77 lb uplift at joint 1 and 165 lb uplift at joint 5. 6)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 7)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-5=-54, 8-9=-20, 7-8=-20, 6-7=-20 Concentrated Loads (lb) Vert: 14=-21 (F), 15=-5 (F), 16=-18 (F) Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507123J02Jack-Partial Girder 5 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:27 Page: 1 ID:L6mJTeqZTAkWzP32oztauIz5Kd3-uY7YBOZxLkWLT55SWTFnK9h0JzztGRiSm0mmEpz5?AE June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 7 12 =3x6 =3x4 4 1 2 3 1-11-8 1-11-8 1 -11 -8 0 -9 -13 1 -11 -8 0 -3 -13 0 -9 -13 1 -2 -13 2 -0 -9 Scale = 1:24.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL)0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT)0.00 4-7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 2= Mechanical, 4= Mechanical Max Horiz 1=31 (LC 12) Max Uplift 2=-34 (LC 12) Max Grav 1=58 (LC 1), 2=47 (LC 17), 4=30 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-64/43, 2-3=0/0 BOT CHORD 1-4=-30/19 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)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 3-06-00 tall by 2-00-00 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 34 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507124J03Corner Jack 14 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:28 Page: 1 ID:?8zQQwmRed5EteB4?PIPBEz5Kd8-MkhwPkaZ61eC5Fgf4An0tMDOOMM5?vjb?gWJmFz5?AD June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 7 12 12 12 =3x6 =3x4 =3x4 =3x4 6 1 5 4 2 11 3 3-11-8 0-6-8 3-11-8 1-0-0 3-5-0 2-5-0 2-5-0 3 -1 -8 0 -9 -13 2 -1 -8 1 -0 -0 Scale = 1:32.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL)0.02 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT)-0.02 6-9 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)-0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 1=84 (LC 12) Max Uplift 1=-8 (LC 12), 3=-73 (LC 12), 4=-5 (LC 12) Max Grav 1=144 (LC 1), 3=106 (LC 17), 4=67 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-124/25, 2-11=-65/54, 3-11=-61/64 BOT CHORD 1-6=-145/118, 5-6=-16/31, 4-5=0/0 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 3-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)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 3-06-00 tall by 2-00-00 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 8 lb uplift at joint 1, 73 lb uplift at joint 3 and 5 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507125J04Corner Jack 12 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:28 Page: 1 ID:?8zQQwmRed5EteB4?PIPBEz5Kd8-MkhwPkaZ61eC5Fgf4An0tMDLvMK_?vjb?gWJmFz5?AD June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 12 12 =3x6 =3x4 =4x4 =3x4 6 1 5 4 2 11 3 5-11-8 1-0-0 3-5-0 2-5-0 2-5-0 2-6-8 5-11-8 4 -3 -8 0 -9 -13 4 -3 -8 Scale = 1:33.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL)0.09 5-6 >815 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT)-0.14 5-6 >508 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.04 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight: 23 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 1=127 (LC 12) Max Uplift 1=-18 (LC 12), 3=-106 (LC 12), 4=-7 (LC 12) Max Grav 1=218 (LC 1), 3=157 (LC 17), 4=104 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-240/82, 2-11=-94/77, 3-11=-93/93 BOT CHORD 1-6=-269/230, 5-6=-27/23, 4-5=0/0 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 5-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)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 3-06-00 tall by 2-00-00 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 18 lb uplift at joint 1, 106 lb uplift at joint 3 and 7 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507126J05Jack-Open 8 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:28 Page: 1 ID:ClVvoVycuUc0Vjzbbr2zv4z53x9-MkhwPkaZ61eC5Fgf4An0tMDGbMHn?vjb?gWJmFz5?AD June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 =3x6 =3x4 4 1 2 9 3 5-11-8 5-11-8 4 -3 -8 0 -9 -13 4 -3 -8 Scale = 1:28.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL)0.08 4-7 >867 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT)-0.13 4-7 >546 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.04 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 1=127 (LC 12) Max Uplift 1=-18 (LC 12), 3=-105 (LC 12), 4=-8 (LC 12) Max Grav 1=218 (LC 1), 3=154 (LC 17), 4=107 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-390/220, 2-9=-93/75, 3-9=-92/92 BOT CHORD 1-4=-296/254 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 5-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)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 3-06-00 tall by 2-00-00 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 18 lb uplift at joint 1, 105 lb uplift at joint 3 and 8 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507127J06Jack-Open 1 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:28 Page: 1 ID:?8zQQwmRed5EteB4?PIPBEz5Kd8-MkhwPkaZ61eC5Fgf4An0tMDHrMGV?vjb?gWJmFz5?AD June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 7 12 =3x6 =3x4 4 1 2 9 3 3-11-8 3-11-8 3 -1 -8 0 -9 -13 3 -1 -8 Scale = 1:24.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL)0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT)-0.02 4-7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 1=84 (LC 12) Max Uplift 1=-8 (LC 12), 3=-72 (LC 12), 4=-7 (LC 12) Max Grav 1=144 (LC 1), 3=103 (LC 17), 4=70 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-140/40, 2-9=-64/52, 3-9=-60/63 BOT CHORD 1-4=-159/130 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 3-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)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 3-06-00 tall by 2-00-00 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 8 lb uplift at joint 1, 72 lb uplift at joint 3 and 7 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507128J07Corner Jack 2 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:29 Page: 1 ID:?8zQQwmRed5EteB4?PIPBEz5Kd8-qwFIc4bCtLm3jPFreuIFPamWqmg4kMykEKFtJhz5?AC June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 4.95 12 =3x6 =3x4 NAILED NAILED NAILED NAILED 11 12 4 1 2 9 10 3 8-4-6 8-4-6 4 -3 -3 0 -9 -13 4 -3 -3 Scale = 1:33.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL)0.27 4-7 >370 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT)-0.45 4-7 >222 180 BCLL 0.0*Rep Stress Incr NO WB 0.00 Horz(CT)0.10 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight: 29 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 1=126 (LC 19) Max Uplift 1=-80 (LC 8), 3=-149 (LC 8), 4=-13 (LC 8) Max Grav 1=323 (LC 1), 3=224 (LC 1), 4=155 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-582/28, 2-9=-104/0, 9-10=-69/12, 3-10=-65/71 BOT CHORD 1-11=-271/149, 11-12=0/0, 4-12=0/0 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 80 lb uplift at joint 1, 149 lb uplift at joint 3 and 13 lb uplift at joint 4. 6)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 7)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 10=-19 (F), 11=-5 (F), 12=-21 (F) Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507129J08Jack-Partial Girder 1 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:29 Page: 1 ID:L6mJTeqZTAkWzP32oztauIz5Kd3-qwFIc4bCtLm3jPFreuIFPamNtmWykMykEKFtJhz5?AC June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 4.95 12 =3x6 =3x4 NAILED NAILED NAILED NAILED 11 12 4 1 2 9 10 3 8-1-6 8-1-6 4 -1 -15 0 -9 -13 4 -1 -15 Scale = 1:33.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL)0.24 4-7 >405 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT)-0.40 4-7 >244 180 BCLL 0.0*Rep Stress Incr NO WB 0.00 Horz(CT)0.09 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight: 28 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 1=122 (LC 19) Max Uplift 1=-77 (LC 8), 3=-146 (LC 8), 4=-13 (LC 8) Max Grav 1=313 (LC 1), 3=218 (LC 1), 4=151 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-552/18, 2-9=-101/1, 9-10=-65/12, 3-10=-63/70 BOT CHORD 1-11=-256/141, 11-12=0/0, 4-12=0/0 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 77 lb uplift at joint 1, 146 lb uplift at joint 3 and 13 lb uplift at joint 4. 6)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 7)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 10=-19 (B), 11=-5 (B), 12=-21 (B) Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507130J09Jack-Partial Girder 1 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:29 Page: 1 ID:L6mJTeqZTAkWzP32oztauIz5Kd3-qwFIc4bCtLm3jPFreuIFPamPumWlkMykEKFtJhz5?AC June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 4.9512 8.49 12 =3x6 =3x4 =5x5 =3x4 =5x5 =3x4 =3x4 NAILED NAILED NAILED NAILED NAILED NAILED 19 9 1 8 762021 2 16 3 4 17 18 5 1-8-8 4-10 -4 3-1-12 3-1-12 6-4-1 11-2-5 0-0-6 0-0-6 0-7-11 11-2-5 1-5-0 4-8-8 3-3-2 3-3-8 5-10-3 10-6-10 5 -5 -3 0 -9 -13 5 -5 -3 Scale = 1:48.6 Plate Offsets (X, Y):[9:0-3-4,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL)-0.12 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT)-0.25 7-8 >531 180 BCLL 0.0*Rep Stress Incr NO WB 0.78 Horz(CT)0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 54 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-8-6 oc bracing: 7-8. REACTIONS (size)1=0-6-5, 5= Mechanical, 6= Mechanical Max Horiz 1=169 (LC 19) Max Uplift 1=-136 (LC 8), 5=-119 (LC 8), 6=-133 (LC 8) Max Grav 1=475 (LC 1), 5=170 (LC 1), 6=344 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-25/33, 2-16=-550/170, 3-16=-548/170, 3-4=-1107/465, 4-17=-120/13, 17-18=-69/0, 5-18=-54/54 BOT CHORD 1-19=-283/499, 9-19=-283/499, 8-9=-328/618, 8-20=-582/1081, 20-21=-582/1081, 7-21=-582/1081, 6-7=0/0 WEBS 3-9=-371/190, 3-8=-357/711, 4-8=-21/321, 4-7=-1114/600 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 136 lb uplift at joint 1, 119 lb uplift at joint 5 and 133 lb uplift at joint 6. 6)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 7)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-5=-54, 9-10=-20, 8-9=-20, 6-8=-20 Concentrated Loads (lb) Vert: 17=-21 (F), 18=-69 (F), 19=-5 (F), 20=-18 (F), 21=-44 (F) Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507131J10Jack-Partial Girder 1 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:29 Page: 1 ID:mhSR5fsSl565qsodT5RHWwz5Kd0-qwFIc4bCtLm3jPFreuIFPamOlmVrkArkEKFtJhz5?AC June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 4.9512 8.49 12 =3x6 =3x4 =5x5 =3x4 =5x5 =3x4 =3x4 NAILED NAILED NAILED NAILED NAILED NAILED 19 9 1 20 218 7 6 2 16 3 4 17 18 5 1-8-8 4-10 -4 3-1-12 3-1-12 6-1-1 10 -11-5 0-0-6 0-0-6 0-7-8 10 -11-5 1-5-0 4-8-8 3-3-2 3-3-8 5-7-5 10 -3-13 5 -3 -15 0 -9 -13 5 -3 -15 Scale = 1:48.1 Plate Offsets (X, Y):[9:0-3-4,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL)-0.10 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT)-0.22 7-8 >595 180 BCLL 0.0*Rep Stress Incr NO WB 0.68 Horz(CT)0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 53 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-10-9 oc bracing: 7-8. REACTIONS (size)1=0-6-5, 5= Mechanical, 6= Mechanical Max Horiz 1=165 (LC 19) Max Uplift 1=-132 (LC 8), 5=-117 (LC 8), 6=-133 (LC 8) Max Grav 1=464 (LC 1), 5=167 (LC 1), 6=341 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-25/33, 2-16=-533/164, 3-16=-531/165, 3-4=-1057/443, 4-17=-116/13, 17-18=-65/0, 5-18=-53/53 BOT CHORD 1-19=-274/484, 9-19=-274/484, 8-9=-319/599, 8-20=-553/1027, 20-21=-553/1027, 7-21=-553/1027, 6-7=0/0 WEBS 3-9=-356/186, 3-8=-334/666, 4-8=-27/314, 4-7=-1062/572 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 132 lb uplift at joint 1, 117 lb uplift at joint 5 and 133 lb uplift at joint 6. 6)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 7)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-5=-54, 9-10=-20, 8-9=-20, 6-8=-20 Concentrated Loads (lb) Vert: 17=-21 (B), 18=-69 (B), 19=-5 (B), 20=-18 (B), 21=-44 (B) Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507132J11Jack-Partial Girder 1 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:30 Page: 1 ID:mhSR5fsSl565qsodT5RHWwz5Kd0-qwFIc4bCtLm3jPFreuIFPamOVmVgkCIkEKFtJhz5?AC June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 12 12 =3x6 =3x4 =4x4 =3x4 6 1 5 4 2 11 3 5-11-8 1-0-0 3-5-0 2-5-0 2-5-0 2-6-8 5-11-8 4 -3 -8 0 -9 -13 3 -3 -8 0 -3 -8 1 -0 -0 Scale = 1:33.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL)0.09 5-6 >815 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT)-0.14 5-6 >508 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.04 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight: 23 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 1=127 (LC 12) Max Uplift 1=-18 (LC 12), 3=-106 (LC 12), 4=-7 (LC 12) Max Grav 1=218 (LC 1), 3=157 (LC 17), 4=104 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-240/82, 2-11=-94/77, 3-11=-93/93 BOT CHORD 1-6=-269/230, 5-6=-27/23, 4-5=0/0 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 5-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)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 3-06-00 tall by 2-00-00 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 18 lb uplift at joint 1, 106 lb uplift at joint 3 and 7 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507133J12Corner Jack 2 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:30 Page: 1 ID:2mrf?EkA60rWdK1iu_Fx6pz5KdA-I7pgqQcqefuwKZq1CbpUynJc5AzFTpCuS_?Qr8z5?AB June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 12 12 =3x6 =3x4 =4x4 =3x5 =5x5 =1.5x4 8 1 7 6 2 3 13 4 5 1-3-8 3-6-12 2-3-4 2-3-4 4-4-12 7-11-8 1-0-0 3-5-0 2-5-0 2-5-0 4-6-8 7-11-8 5 -5 -8 0 -9 -13 5 -5 -8 Scale = 1:42.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL)0.36 7 >265 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT)-0.47 7 >200 180 BCLL 0.0*Rep Stress Incr YES WB 0.12 Horz(CT)0.14 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight: 36 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 5= Mechanical, 6= Mechanical Max Horiz 1=169 (LC 12) Max Uplift 1=-28 (LC 12), 5=-162 (LC 12) Max Grav 1=292 (LC 1), 5=265 (LC 17), 6=90 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-91/37, 2-3=-332/83, 3-13=-326/93, 4-13=-295/95, 4-5=-134/157 BOT CHORD 1-8=-261/416, 7-8=-342/552, 6-7=0/0 WEBS 4-7=-374/678, 3-8=-375/254, 3-7=-400/254 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 7-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)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 3-06-00 tall by 2-00-00 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 28 lb uplift at joint 1 and 162 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507134J13Jack-Open 3 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:30 Page: 1 ID:tvCwGIpxiscfLFVrEFMLM4z5Kd4-I7pgqQcqefuwKZq1CbpUynJaQA_zToLuS_?Qr8z5?AB June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 =4x10 =3x4 =3x8 =4x7 =6x6 HTU28 HTU28 HTU28 HTU28 12 13 7 14 15 65 1 2 3 4 3-11-0 3-11-0 4-0-8 7-11-8 0-3-3 7-11-8 3-9-5 7-8-5 3-11-0 3-11-0 5 -5 -8 0 -9 -13 5 -5 -8 Scale = 1:44.2 Plate Offsets (X, Y):[1:0-6-14,0-1-0], [6:0-3-0,0-3-12], [7:0-6-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL)0.02 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT)-0.04 6-7 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.79 Horz(CT)-0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight: 51 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP DSS WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 4= Mechanical, 6= Mechanical Max Horiz 1=166 (LC 19) Max Uplift 1=-826 (LC 8), 4=-66 (LC 8), 6=-657 (LC 8) Max Grav 1=2204 (LC 1), 4=97 (LC 13), 6=1881 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1564/522, 2-3=-1940/649, 3-4=-62/40 BOT CHORD 1-12=-681/1706, 12-13=-681/1706, 7-13=-681/1706, 7-14=-681/1706, 14-15=-681/1706, 6-15=-681/1706, 5-6=0/0 WEBS 3-7=-676/1931, 3-6=-2055/820 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 826 lb uplift at joint 1, 66 lb uplift at joint 4 and 657 lb uplift at joint 6. 6)Use Simpson Strong-Tie HTU28 (26-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-6-12 from the left end to 6-10-12 to connect truss(es) to front face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 12=-1488 (F), 13=-705 (F), 14=-705 (F), 15=-705 (F) Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507135J14Jack-Partial Girder 1 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:30 Page: 1 ID:mhSR5fsSl565qsodT5RHWwz5Kd0-I7pgqQcqefuwKZq1CbpUynJg5AzFTdruS_?Qr8z5?AB June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 4.95 12 =3x4 3 1 2 2-0-0 2-0-0 1 -7 -11 0 -9 -13 1 -7 -11 Scale = 1:21.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL)0.00 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT)0.00 3-6 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 2= Mechanical, 3= Mechanical Max Horiz 1=30 (LC 12) Max Uplift 1=-11 (LC 12), 2=-30 (LC 12), 3=-3 (LC 12) Max Grav 1=74 (LC 1), 2=48 (LC 1), 3=36 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-44/15 BOT CHORD 1-3=-80/22 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)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 3-06-00 tall by 2-00-00 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 11 lb uplift at joint 1, 3 lb uplift at joint 3 and 30 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507136J15Jack-Partial 2 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:31 Page: 1 ID:6E0hJ?2mvxXKNSG2nOAnznz53uR-mJM31ldSOy0nyjPElJKjU?rvTaOhCGS1hdkzNaz5?AA June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 4.95 12 =3x4 3 1 2 1-9-0 1-9-0 1 -6 -7 0 -9 -13 1 -6 -7 Scale = 1:20.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL)0.00 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT)0.00 6 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 2= Mechanical, 3= Mechanical Max Horiz 1=26 (LC 12) Max Uplift 1=-9 (LC 12), 2=-27 (LC 12), 3=-3 (LC 12) Max Grav 1=64 (LC 1), 2=41 (LC 1), 3=32 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-39/13 BOT CHORD 1-3=-68/19 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)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 3-06-00 tall by 2-00-00 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 9 lb uplift at joint 1, 3 lb uplift at joint 3 and 27 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507137J16Jack-Partial 2 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:31 Page: 1 ID:xByEHUkWUSiFjD7?dsi8noz53tY-mJM31ldSOy0nyjPElJKjU?rvcaOpCGS1hdkzNaz5?AA June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 7 12 =3x4 3 1 2 1-5-8 1-5-8 1 -8 -0 0 -9 -13 1 -8 -0 Scale = 1:21.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL)0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT)0.00 6 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 2= Mechanical, 3= Mechanical Max Horiz 1=31 (LC 12) Max Uplift 2=-27 (LC 12), 3=-5 (LC 12) Max Grav 1=53 (LC 1), 2=37 (LC 17), 3=27 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-26/23 BOT CHORD 1-3=-36/31 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)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 3-06-00 tall by 2-00-00 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 5 lb uplift at joint 3 and 27 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507138J17Jack-Open 7 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:31 Page: 1 ID:xH3yYkZATLHbtgK3c8w5X8z53sU-mJM31ldSOy0nyjPElJKjU?rvqaO1CGS1hdkzNaz5?AA June 19,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 =3x8 =3x4 4 1 2 9 3 7-6-8 7-6-8 5 -2 -9 0 -9 -13 5 -2 -9 Scale = 1:32.3 Plate Offsets (X, Y):[1:0-3-4,0-0-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL)0.20 4-7 >442 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT)-0.33 4-7 >273 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.09 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight: 27 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 1=160 (LC 12) Max Uplift 1=-26 (LC 12), 3=-132 (LC 12), 4=-9 (LC 12) Max Grav 1=277 (LC 1), 3=195 (LC 17), 4=137 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-633/415, 2-9=-116/87, 3-9=-111/114 BOT CHORD 1-4=-412/367 NOTES 1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 7-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)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 3-06-00 tall by 2-00-00 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 26 lb uplift at joint 1, 132 lb uplift at joint 3 and 9 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Grokulsky-McEwan Residence T20507139J18Jack-Open 4 1J200342-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Thu Jun 18 16:15:31 Page: 1 ID:BHen?dtULKYv?fJ37bNBadz53s4-mJM31ldSOy0nyjPElJKjU?riZaFoCGS1hdkzNaz5?AA June 19,2020 P R O D U C T C O D E A P P R O V A L S L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 0 / 0 3 / 2 0 1 5 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s . d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s