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HomeMy WebLinkAboutAPPROVED, Truss Cutsheets - Cottage6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: M11455 - Design Code: FBC2020/TPI2014 Wind Code: N/A Wind Speed: 170 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 18 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: Wynne Development Project Name: The Cottage Model: The Cottage Subdivision: . Address: Unknown, . State: .City: . Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: March 10,2021 Galinski, John The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Galinski, John My license renewal date for the state of Florida is February 28, 2023. 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 T23153808 A Date 3/10/212T23153809A13/10/213T23153810A23/10/214T23153811A33/10/215T23153812ATA3/10/216T23153813ATB3/10/217T23153814B3/10/218T23153815B13/10/219T23153816B23/10/2110T23153817B33/10/2111T23153818GRA3/10/2112T23153819GRB3/10/2113T23153820J13/10/2114T23153821J33/10/21 No.Seal#Truss Name 15 T23153822 J5 Date 3/10/2116T23153823J73/10/2117T23153824J7P3/10/2118T23153825KJ73/10/21 This item has been electronically signed and sealed by Galinski, John, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11455 Truss A Truss Type Roof Special Qty 7 Ply 1 Job Reference (optional) T23153808 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:33:25 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-9qTxncM_WTAtUYfdPyccUdeHWZtDhBl38WHS5gzcMeu Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 14 13 12 11 23 24 25 26 5x6 3x5 5x8 MT18HS 4x10 5x6 3x4 3x4 5x12 MT18HS 7x8 MT18HS 3x4 3x4 3x4 3x4 6x8 9-11-1 9-11-1 15-6-0 5-6-15 17-6-0 2-0-0 24-11-0 7-5-0 35-0-0 10-1-0 -1-0-0 1-0-0 8-1-3 8-1-3 9-11-1 1-9-14 15-6-0 5-6-15 17-6-0 2-0-0 24-11-0 7-5-0 26-8-0 1-9-0 35-0-0 8-4-0 36-0-0 1-0-0 0-3-156-1-150-3-151-6-134.00 12 2.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [2:0-1-2,Edge], [4:0-3-0,0-3-0], [7:0-4-12,0-3-0], [9:0-2-10,Edge], [10:0-2-2,0-1-8], [13:0-1-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.76 0.95 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.59 -1.08 0.38 0.80 (loc) 11 11 9 11 l/defl >711 >388 n/a >522 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 163 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 Rows at 1/3 pts 7-12 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=-155(LC 10) Max Uplift 2=-825(LC 12), 9=-825(LC 12) Max Grav 2=1349(LC 1), 9=1349(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3241/2595, 3-4=-3030/2491, 4-5=-2295/1929, 5-6=-2218/1953, 6-7=-2308/1953, 7-8=-5432/4318, 8-9=-5684/4469 BOT CHORD 2-14=-2325/3038, 13-14=-2103/2834, 12-13=-1515/2181, 11-12=-4036/5376, 9-11=-4151/5407 WEBS 4-14=-323/511, 4-13=-885/741, 7-11=-1389/1991, 8-11=-216/263, 3-14=-345/382, 6-12=-742/1026, 7-12=-3412/2700 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-6-0, Exterior(2R) 17-6-0 to 20-6-0, Interior(1) 20-6-0 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=825, 9=825. This item has been electronically signed and sealed by Galinski, John, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11455 Truss A1 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T23153809 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:33:26 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-d11K_yNcHnIk6iEqzf7r1rBR5zDYQemCNA0?d7zcMet Scale = 1:66.4 1 2 3 4 5 6 7 8 9 10 14 13 12 11 23 24 25 26 5x8 MT18HS 3x5 5x8 4x10 7x8 MT18HS 3x4 5x6 3x4 3x4 7x10 MT18HS 5x6 3x4 3x4 3x4 8-1-14 8-1-14 9-11-1 1-9-3 15-6-0 5-6-15 17-0-0 1-6-0 18-0-0 1-0-0 24-11-0 6-11-0 25-0-12 0-1-12 35-0-0 9-11-4 -1-0-0 1-0-0 8-1-3 8-1-3 8-1-14 0-0-11 9-11-1 1-9-3 15-6-0 5-6-15 17-0-0 1-6-0 18-0-0 1-0-0 23-4-1 5-4-1 24-11-0 1-6-15 26-8-0 1-9-0 28-8-2 2-0-2 35-0-0 6-3-14 36-0-0 1-0-0 0-3-155-11-150-3-151-6-134.00 12 2.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [2:0-1-2,Edge], [4:0-3-0,0-3-0], [7:0-4-8,Edge], [9:0-2-10,Edge], [10:0-2-2,0-1-8], [12:0-3-0,0-1-12], [13:0-2-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.77 0.94 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.60 -1.10 0.39 0.82 (loc) 11 11 9 11 l/defl >701 >382 n/a >515 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 163 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 Rows at 1/3 pts 7-12 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=-153(LC 10) Max Uplift 2=-825(LC 12), 9=-825(LC 12) Max Grav 2=1349(LC 1), 9=1349(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3240/2634, 3-4=-3025/2529, 4-5=-2311/1975, 5-6=-2225/1996, 6-7=-2322/1999, 7-8=-5442/4413, 8-9=-5685/4540 BOT CHORD 2-14=-2368/3038, 13-14=-2150/2833, 12-13=-1564/2195, 11-12=-4180/5450, 9-11=-4219/5408 WEBS 4-14=-319/512, 4-13=-867/731, 7-12=-3462/2800, 3-14=-359/394, 6-12=-714/978, 7-11=-1414/2008 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-6-0, Exterior(2R) 17-6-0 to 21-8-15, Interior(1) 21-8-15 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=825, 9=825. This item has been electronically signed and sealed by Galinski, John, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11455 Truss A2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23153810 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:33:27 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-5DbiBIOE24Qbjso0XNe4a2kgTNes9D2McqmZAZzcMes Scale = 1:60.5 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 25 26 27 28 29 30 31 32 5x8 5x8 3x6 4x6 3x8 4x6 3x6 7-7-2 7-7-2 11-0-0 3-4-14 17-6-0 6-6-0 24-0-0 6-6-0 27-4-14 3-4-14 35-0-0 7-7-2 -1-0-0 1-0-0 7-7-2 7-7-2 11-0-0 3-4-14 17-6-0 6-6-0 24-0-0 6-6-0 27-4-14 3-4-14 35-0-0 7-7-2 36-0-0 1-0-0 0-3-153-11-150-3-153-11-154.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [2:0-0-2,Edge], [4:0-5-4,0-2-8], [6:0-5-4,0-2-8], [8:0-0-2,Edge], [9:0-2-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.54 0.62 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.49 0.13 0.37 (loc) 13 12-13 8 13 l/defl >999 >857 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-4 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-101(LC 10) Max Uplift 2=-825(LC 12), 8=-825(LC 12) Max Grav 2=1349(LC 1), 8=1349(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3306/2797, 3-4=-2825/2470, 4-5=-3132/2780, 5-6=-3132/2780, 6-7=-2825/2470, 7-8=-3306/2797 BOT CHORD 2-16=-2529/3099, 14-16=-2529/3099, 13-14=-2077/2656, 12-13=-2077/2656, 10-12=-2530/3099, 8-10=-2530/3099 WEBS 3-14=-569/572, 4-14=-298/411, 4-13=-471/683, 5-13=-405/502, 6-13=-471/683, 6-12=-298/411, 7-12=-569/572 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 24-0-0, Exterior(2R) 24-0-0 to 28-2-15, Interior(1) 28-2-15 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=825, 8=825. This item has been electronically signed and sealed by Galinski, John, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11455 Truss A3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23153811 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:33:28 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-ZP94PdPspOYSL0NC549J6GGrZmz6ufqVqUV6i?zcMer Scale = 1:60.5 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 26 27 28 29 30 31 32 33 5x8 4x6 5x8 3x6 4x6 3x8 4x6 3x6 9-0-0 9-0-0 14-8-9 5-8-9 20-3-7 5-6-13 26-0-0 5-8-9 35-0-0 9-0-0 -1-0-0 1-0-0 6-10-14 6-10-14 9-0-0 2-1-2 14-8-9 5-8-9 20-3-7 5-6-13 26-0-0 5-8-9 28-1-2 2-1-2 35-0-0 6-10-14 36-0-0 1-0-0 0-3-153-3-150-3-153-3-154.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [2:0-0-2,Edge], [4:0-5-4,0-2-8], [6:0-3-0,Edge], [8:0-5-4,0-2-8], [10:0-5-14,Edge], [11:0-2-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.52 0.62 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.62 0.14 0.46 (loc) 14-15 14-15 10 14-15 l/defl >999 >682 n/a >910 L/d 360 240 n/a 240 PLATES MT20 Weight: 163 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-10 oc bracing. REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=84(LC 11) Max Uplift 2=-825(LC 12), 10=-825(LC 12) Max Grav 2=1349(LC 1), 10=1349(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3318/2831, 3-4=-3076/2629, 4-5=-3677/3181, 5-7=-3677/3181, 7-8=-3678/3183, 8-9=-3076/2629, 9-10=-3318/2831 BOT CHORD 2-17=-2569/3118, 15-17=-2259/2903, 14-15=-2922/3678, 12-14=-2259/2902, 10-12=-2570/3118 WEBS 3-17=-329/452, 4-17=-297/424, 4-15=-759/983, 5-15=-320/407, 7-14=-363/395, 8-14=-762/984, 8-12=-296/424, 9-12=-329/452 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 26-0-0, Exterior(2R) 26-0-0 to 30-2-15, Interior(1) 30-2-15 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=825, 10=825. This item has been electronically signed and sealed by Galinski, John, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11455 Truss ATA Truss Type ATTIC Qty 1 Ply 1 Job Reference (optional) T23153812 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:33:29 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-1cjSczPVaigJz9yPeogYfTp1SALTd73f38FgESzcMeq Scale = 1:65.2 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 25 26 27 28 29 30 4x6 3x6 3x6 4x6 4x6 5x8 3x4 3x4 4x4 3x5 3x5 4x4 3x4 3x4 3x4 3x4 5x8 4x6 8-5-0 3-8-158-5-15 8-5-15 13-1-12 4-7-13 21-10-4 8-8-8 26-6-1 4-7-13 35-0-0 8-5-15 -1-0-0 1-0-0 8-5-15 8-5-15 12-11-13 4-5-14 13-1-12 0-1-15 15-0-0 1-10-4 20-0-0 5-0-0 21-10-4 1-10-4 22-0-3 0-1-15 26-6-1 4-5-14 35-0-0 8-5-15 36-0-0 1-0-0 0-3-155-3-150-3-155-3-154.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [2:0-3-10,0-0-3], [3:0-3-0,Edge], [6:0-3-0,0-2-8], [7:0-3-0,0-2-8], [10:0-3-0,Edge], [11:0-3-10,0-0-3], [12:0-2-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.51 0.48 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.58 0.11 0.27 (loc) 15-16 15-16 11 15 l/defl >999 >726 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 189 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 5-8: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-13 oc bracing. WEBS 2 Rows at 1/3 pts 5-8 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=134(LC 11) Max Uplift 2=-698(LC 12), 11=-698(LC 12) Max Grav 2=1602(LC 20), 11=1602(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4266/2426, 4-5=-3767/1935, 5-6=-961/690, 6-7=-910/685, 7-8=-961/690, 8-9=-3767/1935, 9-11=-4266/2426 BOT CHORD 2-18=-2160/4039, 16-18=-2160/4039, 15-16=-1512/3526, 13-15=-2160/4006, 11-13=-2160/4006 WEBS 4-18=-102/330, 4-16=-917/755, 5-16=-289/804, 5-8=-2670/1230, 8-15=-289/804, 9-15=-917/755, 9-13=-102/330 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 20-0-0, Exterior(2R) 20-0-0 to 24-2-15, Interior(1) 24-2-15 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 150.0lb AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 5-8 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=698, 11=698. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Galinski, John, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11455 Truss ATB Truss Type ATTIC Qty 1 Ply 1 Job Reference (optional) T23153813 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:33:30 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-VoHqqJQ7L?oAaJXbCVBnBhMBgahgMa5oIo_DmuzcMep Scale: 3/16"=1' 1 2 3 4 5 6 7 8 14 13 12 11 10 9 21 22 23 24 25 26 27 283x4 6x8 6x8 3x4 5x6 5x8 3x4 3x4 4x4 3x4 3x4 4x4 5x8 5x6 8-5-0 3-8-158-5-15 8-5-15 13-0-0 4-6-1 22-0-0 9-0-0 26-6-1 4-6-1 35-0-0 8-5-15 -1-0-0 1-0-0 8-5-15 8-5-15 13-0-0 4-6-1 17-6-0 4-6-0 22-0-0 4-6-0 26-6-1 4-6-1 35-0-0 8-5-15 36-0-0 1-0-0 0-3-154-7-150-3-154-7-154.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [2:0-3-0,0-2-9], [4:0-3-8,0-2-3], [5:0-3-8,0-2-3], [7:0-3-0,0-2-9], [8:0-2-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.54 0.48 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.57 0.11 0.27 (loc) 11-12 11-12 7 11-12 l/defl >999 >743 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 183 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 *Except* 4-5: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-11 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=-117(LC 10) Max Uplift 2=-697(LC 12), 7=-697(LC 12) Max Grav 2=1603(LC 20), 7=1603(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4262/2430, 3-4=-3800/1937, 4-5=-3601/1884, 5-6=-3800/1937, 6-7=-4262/2430 BOT CHORD 2-14=-2165/4046, 12-14=-2165/4046, 11-12=-1529/3598, 9-11=-2164/4000, 7-9=-2164/4000 WEBS 3-14=-90/310, 3-12=-826/751, 6-9=-90/310, 5-11=-262/772, 4-12=-262/772, 6-11=-826/751 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 22-0-0, Exterior(2R) 22-0-0 to 26-6-1, Interior(1) 26-6-1 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 150.0lb AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 4-5 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=697, 7=697. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Galinski, John, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11455 Truss B Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23153814 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:33:31 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-z_qD1fRl6Jw1CT6nmDi0kuuIE_wp5zYxWSkmJKzcMeo Scale = 1:66.4 1 2 3 4 5 6 7 8 9 10 11 12 13 17 16 15 14 26 27 28 29 30 31 4x6 7x8 5x8 5x8 MT18HS 3x5 5x12 4x10 4x5 5x6 7x8 MT18HS 3x4 3x4 3x4 3x4 3x4 3x4 8-1-4 8-1-4 9-11-1 1-9-14 15-6-0 5-6-15 20-0-0 4-6-0 24-11-0 4-11-0 25-0-12 0-1-12 35-0-0 9-11-4 -1-0-0 1-0-0 8-1-4 8-1-4 9-11-1 1-9-14 15-0-0 5-0-15 15-6-0 0-6-0 20-0-0 4-6-0 24-11-0 4-11-0 26-8-1 1-9-1 35-0-0 8-3-15 36-0-0 1-0-0 0-3-155-3-150-3-151-6-135-3-154.00 12 2.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [2:0-1-2,Edge], [3:0-3-0,Edge], [6:0-5-12,0-2-12], [8:0-5-4,0-2-8], [11:0-4-0,Edge], [12:0-2-10,Edge], [13:0-2-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.81 0.94 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.54 -0.98 0.36 0.74 (loc) 14 14 12 14 l/defl >784 >429 n/a >570 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 167 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 9-15 REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=-134(LC 10) Max Uplift 2=-825(LC 12), 12=-825(LC 12) Max Grav 2=1349(LC 1), 12=1349(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3239/2766, 4-5=-3010/2644, 5-6=-2338/2141, 6-7=-2192/2105, 7-8=-2205/2113, 8-9=-2754/2459, 9-10=-5383/4576, 10-12=-5697/4800 BOT CHORD 2-17=-2496/3038, 16-17=-2243/2802, 15-16=-2056/2665, 14-15=-4156/5158, 12-14=-4467/5420 WEBS 8-15=-750/1022, 9-14=-1542/2004, 10-14=-335/380, 7-16=-303/463, 9-15=-2822/2372, 5-16=-719/631, 5-17=-351/536, 4-17=-411/456, 8-16=-697/512 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 20-0-0, Exterior(2R) 20-0-0 to 24-2-15, Interior(1) 24-2-15 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=825, 12=825. This item has been electronically signed and sealed by Galinski, John, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11455 Truss B1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23153815 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:33:32 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-RBObF?SNtd2uqdh_KwEFH6RT1OG?qQv5l6UKrmzcMen Scale = 1:65.2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 24 25 26 27 28 29 30 313x4 5x6 5x8 3x4 3x5 5x8 MT18HS 4x10 3x4 3x4 4x4 5x6 7x8 MT18HS 3x4 3x4 3x4 6-4-12 6-4-12 7-3-6 0-10-10 13-0-0 5-8-10 15-6-0 2-6-0 22-0-0 6-6-0 24-11-0 2-11-0 25-0-12 0-1-12 35-0-0 9-11-4 -1-0-0 1-0-0 6-4-12 6-4-12 7-3-6 0-10-10 13-0-0 5-8-10 15-6-0 2-6-0 22-0-0 6-6-0 24-11-0 2-11-0 26-8-0 1-9-0 35-0-0 8-4-0 36-0-0 1-0-0 0-3-154-7-150-3-151-6-134-7-154.00 12 2.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [6:0-5-4,0-2-8], [9:0-2-10,Edge], [10:0-2-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.81 0.94 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.55 -1.02 0.35 0.76 (loc) 11-12 12-13 9 11-12 l/defl >757 >410 n/a >550 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 163 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=117(LC 11) Max Uplift 2=-825(LC 12), 9=-825(LC 12) Max Grav 2=1349(LC 1), 9=1349(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3313/2803, 3-4=-2689/2367, 4-5=-2521/2331, 5-6=-2517/2324, 6-7=-3409/2967, 7-8=-5345/4516, 8-9=-5700/4811 BOT CHORD 2-15=-2543/3109, 14-15=-2543/3109, 13-14=-1976/2521, 12-13=-2605/3348, 11-12=-4068/5101, 9-11=-4479/5424 WEBS 4-14=-399/531, 6-13=-1030/735, 6-12=-931/1242, 7-11=-1574/1986, 8-11=-394/467, 7-12=-2262/1879, 3-14=-701/629 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 22-0-0, Exterior(2R) 22-0-0 to 26-2-15, Interior(1) 26-2-15 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=825, 9=825. This item has been electronically signed and sealed by Galinski, John, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11455 Truss B2 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T23153816 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:33:33 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-wNyzSLS?ewAlRnGAtelUpJ_jUnicZwJE_mDtNDzcMem Scale = 1:60.4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 26 27 28 29 30 31 32 33 34 35 5x8 5x8 3x5 3x6 4x8 5x8 3x5 3x5 7-7-2 7-7-2 11-0-0 3-4-14 17-6-0 6-6-0 24-0-0 6-6-0 25-2-0 1-2-0 27-5-0 2-3-0 35-0-0 7-7-0 -1-0-0 1-0-0 7-7-2 7-7-2 11-0-0 3-4-14 17-6-0 6-6-0 24-0-0 6-6-0 27-5-0 3-5-0 35-0-0 7-7-0 36-0-0 1-0-0 0-3-153-11-150-3-153-11-154.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [4:0-5-4,0-2-8], [6:0-5-4,0-2-8], [9:0-0-14,Edge], [10:0-2-2,0-1-8], [12:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.50 0.53 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.24 0.04 0.35 (loc) 17-22 17-22 12 11-25 l/defl >999 >999 n/a >339 L/d 360 240 n/a 240 PLATES MT20 Weight: 170 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-7 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (size)2=0-8-0, 12=0-8-0, 9=0-8-0 Max Horz 2=-101(LC 10) Max Uplift 2=-592(LC 12), 12=-1019(LC 12), 9=-448(LC 12) Max Grav 2=956(LC 21), 12=1391(LC 1), 9=386(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2093/1729, 3-4=-1588/1379, 4-5=-1295/1165, 5-6=-1295/1165, 8-9=-319/750 BOT CHORD 2-17=-1517/1950, 15-17=-1517/1950, 14-15=-1041/1481, 13-14=-25/310, 12-13=-15/295, 11-12=-601/267, 9-11=-601/267 WEBS 3-15=-598/602, 4-15=-294/409, 5-14=-432/528, 6-14=-1277/1453, 6-13=-341/426, 7-12=-701/559, 8-12=-301/1343, 8-11=-789/185 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 24-0-0, Exterior(2R) 24-0-0 to 28-2-15, Interior(1) 28-2-15 to 36-0-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=592, 12=1019, 9=448. This item has been electronically signed and sealed by Galinski, John, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11455 Truss B3 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T23153817 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:33:34 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-OZWLfhTdPEIc3xrMRLGjMXWwAB31INSODQzQvfzcMel Scale = 1:60.4 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 28 29 30 31 32 33 34 35 36 37 38 5x8 3x6 3x6 3x5 3x6 6x10 3x6 3x8 3x10 3x5 6-7-6 6-7-6 9-0-0 2-4-10 14-4-12 5-4-12 19-6-0 5-1-4 24-10-0 5-4-0 26-0-0 1-2-0 28-4-10 2-4-10 35-0-0 6-7-6 -1-0-0 1-0-0 6-7-6 6-7-6 9-0-0 2-4-10 14-4-12 5-4-12 19-6-0 5-1-4 24-10-0 5-4-0 26-0-0 1-2-0 28-4-10 2-4-10 30-1-2 1-8-8 35-0-0 4-10-14 36-0-0 1-0-0 0-3-153-3-150-3-153-3-154.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [4:0-5-4,0-2-8], [9:0-3-0,0-2-8], [11:0-1-2,Edge], [12:0-2-2,0-1-8], [14:0-3-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.38 0.39 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 0.04 0.20 (loc) 16-18 16-18 14 13-27 l/defl >999 >999 n/a >596 L/d 360 240 n/a 240 PLATES MT20 Weight: 171 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 8-14: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-14 REACTIONS. (size)2=0-8-0, 14=0-8-0, 11=0-8-0 Max Horz 2=-84(LC 10) Max Uplift 2=-530(LC 12), 14=-1237(LC 12), 11=-293(LC 12) Max Grav 2=867(LC 21), 14=1721(LC 1), 11=156(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1896/1473, 3-4=-1531/1222, 4-5=-1381/1050, 5-7=-1381/1050, 7-8=-942/914, 8-9=-969/940, 9-10=-1000/968, 10-11=-54/656 BOT CHORD 2-19=-1285/1767, 18-19=-1285/1767, 16-18=-927/1436, 15-16=-125/622, 14-15=-125/622, 13-14=-580/132, 11-13=-580/132 WEBS 3-18=-465/495, 4-18=-286/359, 8-14=-471/546, 5-16=-312/398, 7-16=-858/902, 7-14=-1682/1441, 10-14=-652/1736, 10-13=-795/216 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 26-0-0, Exterior(2R) 26-0-0 to 30-2-15, Interior(1) 30-2-15 to 36-0-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=530, 14=1237, 11=293. This item has been electronically signed and sealed by Galinski, John, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11455 Truss GRA Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T23153818 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:33:38 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-GKmsV2W8STo1YY87gBLgWNhW3oI4E9?z82xe3QzcMeh Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 4243 44 45 46 3x4 5x8 MT18HS 5x8 MT18HS 3x4 3x8 5x6 WB3x4 4x4 3x4 3x8 5x8 MT18HS 3x4 4x4 3x4 5x6 WB 3x8 7-0-0 7-0-0 12-3-14 5-3-14 17-6-0 5-2-2 22-8-2 5-2-2 28-0-0 5-3-14 35-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 12-3-14 5-3-14 17-6-0 5-2-2 22-8-2 5-2-2 28-0-0 5-3-14 35-0-0 7-0-0 36-0-0 1-0-0 0-3-152-7-150-3-152-7-154.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [2:0-7-14,Edge], [3:0-5-4,0-2-8], [5:0-4-0,0-3-0], [7:0-5-4,0-2-8], [8:0-7-14,Edge], [9:0-2-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.64 0.96 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in 1.04 -1.04 0.19 (loc) 12-13 12-13 8 l/defl >405 >402 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 322 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-15 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=67(LC 24) Max Uplift 2=-2200(LC 8), 8=-2256(LC 8) Max Grav 2=2834(LC 1), 8=2836(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7953/6163, 3-4=-10551/8109, 4-5=-11570/9032, 5-6=-11570/9032, 6-7=-10566/8447, 7-8=-7955/6323 BOT CHORD 2-16=-5731/7492, 14-16=-5764/7533, 13-14=-7946/10551, 12-13=-8284/10566, 10-12=-5914/7534, 8-10=-5884/7495 WEBS 3-16=-544/693, 3-14=-2389/3417, 4-14=-1118/994, 4-13=-1015/1162, 5-13=-526/480, 6-13=-644/1147, 6-12=-938/670, 7-12=-2595/3431, 7-10=-488/679 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=2200, 8=2256. Continued on page 2 This item has been electronically signed and sealed by Galinski, John, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11455 Truss GRA Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T23153818 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:33:39 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-kXJEjOXmDmwuAijKEusv3aEhpCeJzcE7MigBbszcMeg NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 lb down and 222 lb up at 7-0-0, 111 lb down and 168 lb up at 9-0-12, 111 lb down and 168 lb up at 11-0-12, 111 lb down and 168 lb up at 13-0-12, 111 lb down and 168 lb up at 15-0-12, 111 lb down and 168 lb up at 17-0-12, 111 lb down and 168 lb up at 17-11-4, 80 lb down and 59 lb up at 19-11-4, 80 lb down and 59 lb up at 21-11-4, 111 lb down and 168 lb up at 23-11-4, and 111 lb down and 168 lb up at 25-11-4, and 131 lb down and 222 lb up at 28-0-0 on top chord, and 475 lb down and 582 lb up at 7-0-0, 84 lb down and 32 lb up at 9-0-12, 84 lb down and 32 lb up at 11-0-12, 84 lb down and 32 lb up at 13-0-12, 84 lb down and 32 lb up at 15-0-12, 84 lb down and 32 lb up at 17-0-12, 84 lb down and 32 lb up at 17-11-4, 179 lb down and 276 lb up at 19-11-4, 179 lb down and 276 lb up at 21-11-4, 84 lb down and 32 lb up at 23-11-4, and 84 lb down and 32 lb up at 25-11-4, and 475 lb down and 582 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 19-22=-20 Concentrated Loads (lb) Vert: 3=-111(F) 7=-111(F) 16=-475(F) 10=-475(F) 25=-111(F) 26=-111(F) 27=-111(F) 29=-111(F) 30=-111(F) 31=-111(F) 32=-6(F) 34=-6(F) 35=-111(F) 36=-111(F) 37=-68(F) 38=-68(F) 39=-68(F) 40=-68(F) 41=-68(F) 42=-68(F) 43=-179(F) 44=-179(F) 45=-68(F) 46=-68(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11455 Truss GRB Truss Type HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T23153819 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:33:40 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-CjtcwkYO_42lnsIWocN8bomrnc1ki_OGbMQl7JzcMef Scale = 1:60.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 6x8 4x6 5x8 MT18HS 3x8 5x6 WB 5x10 7x14 MT18HS 5x12 3x5 7-0-0 7-0-0 11-5-8 4-5-8 15-11-0 4-5-8 20-4-8 4-5-8 24-10-0 4-5-8 28-0-0 3-2-0 35-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 11-5-8 4-5-8 15-11-0 4-5-8 20-4-8 4-5-8 24-10-0 4-5-8 28-0-0 3-2-0 35-0-0 7-0-0 36-0-0 1-0-0 0-3-152-7-150-3-152-7-154.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [2:0-7-10,Edge], [3:0-5-12,0-2-12], [6:0-3-0,Edge], [9:0-5-8,0-2-8], [11:0-2-2,0-1-8], [13:0-5-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.76 0.76 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.38 -0.43 0.09 (loc) 16 15-16 13 l/defl >781 >690 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 165 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-15,7-15: 2x4 SP M 30, 8-13: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-12 oc bracing. WEBS 1 Row at midpt 7-13 REACTIONS. (size)2=0-8-0, 13=0-8-0, 10=0-8-0 Max Horz 2=67(LC 24) Max Uplift 2=-1201(LC 8), 13=-3424(LC 8), 10=-565(LC 25) Max Grav 2=1605(LC 17), 13=4306(LC 1), 10=189(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4136/3064, 3-4=-4232/3013, 4-5=-3227/2172, 5-7=-3227/2172, 7-8=-2414/3408, 8-9=-2436/3435, 9-10=-732/1777 BOT CHORD 2-18=-2793/3874, 16-18=-2827/3915, 15-16=-2851/4232, 14-15=-198/680, 13-14=-198/680, 12-13=-1623/722, 10-12=-1668/785 WEBS 3-18=-548/672, 3-16=-75/504, 4-15=-1145/952, 5-15=-537/489, 7-15=-2057/2887, 7-14=0/377, 7-13=-4570/3112, 8-13=-408/330, 9-13=-2479/2392, 9-12=-1024/780 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 3x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1201, 13=3424, 10=565. Continued on page 2 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. This item has been electronically signed and sealed by Galinski, John, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11455 Truss GRB Truss Type HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T23153819 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:33:41 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-hvR_74Z0lOBcP?tiLJuN8?J0X0NzRReQq09IflzcMee NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 lb down and 222 lb up at 7-0-0, 111 lb down and 168 lb up at 9-0-12, 111 lb down and 168 lb up at 11-0-12, 111 lb down and 168 lb up at 13-0-12, 111 lb down and 168 lb up at 15-0-12, 111 lb down and 168 lb up at 17-0-12, 111 lb down and 168 lb up at 17-11-4, 111 lb down and 168 lb up at 19-11-4, 111 lb down and 168 lb up at 21-11-4, 111 lb down and 168 lb up at 23-11-4, and 80 lb down and 59 lb up at 25-11-4, and 106 lb down and 113 lb up at 28-0-0 on top chord, and 475 lb down and 582 lb up at 7-0-0, 84 lb down and 32 lb up at 9-0-12, 84 lb down and 32 lb up at 11-0-12, 84 lb down and 32 lb up at 13-0-12, 84 lb down and 32 lb up at 15-0-12, 84 lb down and 32 lb up at 17-0-12, 84 lb down and 32 lb up at 17-11-4, 84 lb down and 32 lb up at 19-11-4, 84 lb down and 32 lb up at 21-11-4, 84 lb down and 32 lb up at 23-11-4, and 179 lb down and 237 lb up at 25-11-4, and 586 lb down and 728 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-9=-54, 9-11=-54, 21-24=-20 Concentrated Loads (lb) Vert: 3=-111(B) 6=-111(B) 9=-6(B) 18=-475(B) 12=-586(B) 27=-111(B) 28=-111(B) 29=-111(B) 31=-111(B) 32=-111(B) 33=-111(B) 35=-111(B) 36=-111(B) 37=-6(B) 38=-68(B) 39=-68(B) 40=-68(B) 41=-68(B) 42=-68(B) 43=-68(B) 44=-68(B) 45=-68(B) 46=-68(B) 47=-179(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11455 Truss J1 Truss Type JACK-OPEN Qty 8 Ply 1 Job Reference (optional) T23153820 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:33:41 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-hvR_74Z0lOBcP?tiLJuN8?J8L0YXRgxQq09IflzcMee Scale = 1:6.1 1 2 3 4 2x3 3x4 0-1-0 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-3-150-7-150-3-120-7-154.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.19 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 -0.00 (loc) 6 6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=48(LC 12) Max Uplift 3=-4(LC 9), 2=-140(LC 12) Max Grav 3=10(LC 17), 2=118(LC 1), 4=17(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=140. This item has been electronically signed and sealed by Galinski, John, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11455 Truss J3 Truss Type JACK-OPEN Qty 8 Ply 1 Job Reference (optional) T23153821 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:33:42 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-96?NLQZeWhJT19Svv1PcgDrGCQndA7BZ2gvsCBzcMed Scale = 1:9.4 1 2 9 3 10 4 2x3 3x4 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-3-151-3-150-4-30-11-121-3-154.00 12 Plate Offsets (X,Y)-- [2:0-1-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.44 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.01 -0.00 (loc) 4-8 4-8 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=85(LC 12) Max Uplift 3=-67(LC 12), 2=-207(LC 12), 4=-51(LC 12) Max Grav 3=63(LC 1), 2=172(LC 1), 4=50(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=207. This item has been electronically signed and sealed by Galinski, John, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11455 Truss J5 Truss Type JACK-OPEN Qty 8 Ply 1 Job Reference (optional) T23153822 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:33:42 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-96?NLQZeWhJT19Svv1PcgDrFaQn9A7BZ2gvsCBzcMed Scale = 1:12.7 1 2 9 3 10 4 2x3 3x5 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-3-151-11-150-4-31-7-121-11-154.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.48 0.51 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.05 -0.00 (loc) 4-8 4-8 3 l/defl >345 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=123(LC 12) Max Uplift 3=-122(LC 12), 2=-278(LC 12), 4=-92(LC 12) Max Grav 3=115(LC 1), 2=242(LC 1), 4=87(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=122, 2=278. This item has been electronically signed and sealed by Galinski, John, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11455 Truss J7 Truss Type JACK-OPEN Qty 20 Ply 1 Job Reference (optional) T23153823 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:33:43 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-dIZlYmaHH?RKeJ15TkwrDQOOup7bvZRiHKePkezcMec Scale: 3/4"=1' 1 2 9 10 3 4 2x3 3x5 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-3-152-7-152-3-122-7-154.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.64 0.49 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.18 -0.00 0.21 (loc) 4-8 4-8 3 4-8 l/defl >976 >451 n/a >393 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=161(LC 12) Max Uplift 3=-152(LC 12), 2=-210(LC 12), 4=-12(LC 12) Max Grav 3=165(LC 1), 2=315(LC 1), 4=124(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=152, 2=210. This item has been electronically signed and sealed by Galinski, John, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11455 Truss J7P Truss Type JACK-OPEN Qty 4 Ply 1 Job Reference (optional) T23153824 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:33:44 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-5U77m6bv2JZBGTcH1RR4mexZJDQkexJsW_OyG4zcMeb Scale: 3/4"=1' 1 2 3 6 11 12 4 13 14 5 2x3 3x8 5x6 2x3 7-0-0 7-0-0 -1-0-0 1-0-0 4-1-3 4-1-3 7-0-0 2-10-13 0-3-152-7-152-3-122-7-154.00 12 Plate Offsets (X,Y)-- [2:0-7-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.59 0.69 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.33 -0.12 -0.01 (loc) 6-10 6-10 5 l/defl >249 >721 n/a L/d 240 240 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-4 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=161(LC 12) Max Uplift 4=-50(LC 12), 2=-353(LC 12), 5=-256(LC 12) Max Grav 4=60(LC 17), 2=315(LC 1), 5=199(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-335/788 BOT CHORD 2-6=-1047/316 WEBS 3-6=-349/1158 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=353, 5=256. This item has been electronically signed and sealed by Galinski, John, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11455 Truss KJ7 Truss Type DIAGONAL HIP GIRDER Qty 4 Ply 1 Job Reference (optional) T23153825 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:33:44 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-5U77m6bv2JZBGTcH1RR4mexeCDWkexZsW_OyG4zcMeb Scale = 1:21.2 1 2 3 7 6 12 13 4 14 15 16 5 2x3 3x4 3x4 2x3 6x8 6-8-12 6-8-12 9-10-1 3-1-5 -1-5-0 1-5-0 6-8-12 6-8-12 9-10-1 3-1-5 0-3-152-7-120-3-152-3-132-7-122.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.28 0.31 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.11 -0.01 (loc) 7-11 7-11 5 l/defl >821 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-13 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=161(LC 8) Max Uplift 4=-39(LC 8), 2=-574(LC 8), 5=-522(LC 8) Max Grav 4=38(LC 1), 2=501(LC 1), 5=436(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-866/902 BOT CHORD 2-7=-958/823, 6-7=-958/823 WEBS 3-7=-368/329, 3-6=-949/1104 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=574, 5=522. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 80 lb up at 4-4-0, 38 lb down and 80 lb up at 4-4-0, and 64 lb down and 143 lb up at 7-1-15, and 64 lb down and 143 lb up at 7-1-15 on top chord, and 67 lb down and 3 lb up at 1-6-1, 67 lb down and 3 lb up at 1-6-1, 21 lb down and 4 lb up at 4-4-0, 21 lb down and 4 lb up at 4-4-0, and 38 lb down and 50 lb up at 7-1-15, and 38 lb down and 50 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-9=-20 Concentrated Loads (lb) Vert: 12=-3(F=-1, B=-1) 13=-76(F=-38, B=-38) 14=-7(F=-3, B=-3) 15=-20(F=-10, B=-10) 16=-69(F=-34, B=-34) This item has been electronically signed and sealed by Galinski, John, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 10,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths