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HomeMy WebLinkAboutTruss Cutsheets - Sterling6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: M11496 - STERLING WITH COFFER CEILING Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 165 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 22 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 Sterling with coffer Model: The Sterling with coffer Subdivision: . Address: Unknown, . State: FLCity: St Lucie County Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: July 19,2021 Velez, Joaquin 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: Velez, Joaquin 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 T24722048 A Date 7/19/212T24722049A17/19/213T24722050A27/19/214T24722051A37/19/215T24722052A47/19/216T24722053A57/19/217T24722054ATA7/19/218T24722055ATB7/19/219T24722056ATC7/19/2110T24722057BHA7/19/2111T24722058GRA7/19/2112T24722059J27/19/2113T24722060J47/19/2114T24722061J67/19/21 No.Seal#Truss Name 15 T24722062 J8 Date 7/19/2116T24722063JA87/19/2117T24722064JC47/19/2118T24722065JC67/19/2119T24722066JC87/19/2120T24722067KJ87/19/2121T24722068KJA87/19/2122T24722069KJC87/19/21 This item has been electronically signed and sealed by Velez, Joaquin, 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 M11496 Truss A Truss Type Hip Qty 1 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722048 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:37 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-0sz6ZRluydLtkCMfs_d63gX9laElZE_vwZz5mNywYIu Scale = 1:63.0 1 2 3 35 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 36 37 38 39 40 41 42 43 44 5x8 MT18HS 5x8 MT18HS 5x12 MT18HS 5x10 3x12 6x12 5x6 5x12 MT18HS 4x10 4x10 4x8 2-2-0 2-2-0 7-0-0 4-10-0 9-10-0 2-10-0 11-10-0 2-0-0 13-8-0 1-10-0 19-1-0 5-5-0 24-6-0 5-5-0 26-2-0 1-8-0 36-0-0 9-10-0 -1-0-0 1-0-0 2-2-0 2-2-0 7-0-0 4-10-0 9-10-0 2-10-0 11-10-0 2-0-0 13-8-0 1-10-0 19-1-0 5-5-0 24-6-0 5-5-0 26-2-0 1-8-0 28-4-11 2-2-11 36-0-0 7-7-5 37-0-0 1-0-0 0-3-153-7-40-3-151-9-110-6-03-7-44.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-5-3,0-3-0], [6:0-5-4,0-2-8], [9:0-4-0,Edge], [12:0-9-0,0-2-8], [14:0-2-10,Edge], [17:0-5-8,0-3-4] 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 0.82 0.94 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.81 -1.51 0.59 1.13 (loc) 17-18 17-18 14 17-18 l/defl >530 >285 n/a >382 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 203 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 2-24: 2x6 SP No.2, 3-21,17-19: 2x4 SP M 31, 7-20: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 19-21: 2x4 SP M 30 OTHERS 2x4 SP M 30 *Except* 1-25,15-26: 2x4 SP No.3 LBR SCAB 1-4 2x4 SP M 30 both sides 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. WEBS 1 Row at midpt 11-18 REACTIONS. (size)2=0-8-0, 14=0-8-0 Max Horz 2=-119(LC 10) Max Uplift 2=-842(LC 12), 14=-846(LC 12) Max Grav 2=1400(LC 1), 14=1387(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-27=-389/404, 3-5=-4413/3748, 5-6=-3574/3088, 6-7=-3738/3273, 7-8=-3696/3238, 8-10=-5019/4291, 10-11=-5019/4291, 11-12=-6837/5781, 12-13=-5612/4647, 13-14=-5943/5063 BOT CHORD 3-23=-3490/4234, 22-23=-3490/4234, 21-22=-2684/3369, 19-20=-406/485, 18-19=-2838/3536, 17-18=-5538/6870, 16-17=-4231/5401, 14-16=-4724/5656 WEBS 5-23=-138/308, 5-22=-1055/980, 6-22=-488/585, 6-21=-544/668, 19-21=-2440/3058, 8-21=-398/515, 8-19=-1403/1203, 8-18=-1357/1694, 10-18=-322/386, 12-17=-1840/2029, 12-16=-167/350, 13-16=-337/539, 11-17=-460/671, 11-18=-1928/1595 NOTES- 1) Attached 8-0-0 scab 1 to 4, both face(s) 2x4 SP M 30 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-0-10 from end at joint 1, nail 2 row(s) at 7" o.c. for 4-5-4; starting at 5-0-10 from end at joint 1, nail 1 row(s) at 7" o.c. for 2-10-13. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-3-12, Interior(1) 2-3-12 to 9-10-0, Exterior(2R) 9-10-0 to 14-11-2, Interior(1) 14-11-2 to 26-2-0, Exterior(2R) 26-2-0 to 31-3-2, Interior(1) 31-3-2 to 37-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 3x4 MT20 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. Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss A Truss Type Hip Qty 1 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722048 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:37 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-0sz6ZRluydLtkCMfs_d63gX9laElZE_vwZz5mNywYIu NOTES- 10) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=842, 14=846. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 M11496 Truss A1 Truss Type Hip Qty 1 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722049 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:39 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-yE4t_7n9UEbbzVW2_Pfa85cWpOxp16QBNtSCrGywYIs Scale = 1:63.2 1 2 3 31 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 32 33 34 35 36 5x8 5x8 MT18HS 5x10 3x12 7x8 3x10 5x10 3x10 7x10 MT18HS 2-2-0 2-2-0 7-0-0 4-10-0 11-10-0 4-10-0 13-8-0 1-10-0 18-11-0 5-3-0 24-6-0 5-7-0 29-7-2 5-1-2 36-0-0 6-4-14 -1-0-0 1-0-0 2-2-0 2-2-0 7-0-0 4-10-0 11-10-0 4-10-0 13-8-0 1-10-0 18-11-0 5-3-0 24-2-0 5-3-0 29-7-2 5-5-2 36-0-0 6-4-14 37-0-0 1-0-0 0-3-154-3-40-3-151-9-110-6-04-3-44.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-5-3,0-3-0], [6:0-4-0,0-2-3], [9:0-4-0,0-2-3], [18:0-2-12,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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.72 0.84 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.64 -1.20 0.51 0.89 (loc) 14-15 14-15 11 14-15 l/defl >678 >360 n/a >487 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 203 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 2-20: 2x6 SP No.2, 3-18,11-14: 2x4 SP M 31, 6-17: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP M 30 *Except* 1-21,12-22: 2x4 SP No.3 LBR SCAB 1-4 2x4 SP M 30 both sides BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-4-5 oc bracing. REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=-141(LC 10) Max Uplift 2=-842(LC 12), 11=-846(LC 12) Max Grav 2=1400(LC 1), 11=1387(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-23=-398/404, 3-5=-4403/3779, 5-6=-3231/2835, 6-7=-3020/2743, 7-8=-3895/3457, 8-9=-4851/4209, 9-10=-5376/4530, 10-11=-5995/5088 BOT CHORD 3-19=-3527/4225, 18-19=-3527/4225, 6-18=-759/913, 16-17=-365/393, 15-16=-2320/2911, 14-15=-3175/3958, 13-14=-4776/5719, 11-13=-4759/5703 WEBS 5-19=-101/334, 5-18=-1295/1189, 16-18=-2008/2576, 7-18=-290/402, 7-16=-1167/995, 7-15=-977/1211, 8-15=-676/684, 8-14=-836/1041, 9-14=-1069/1413, 10-14=-671/665 NOTES- 1) Attached 8-0-0 scab 1 to 4, both face(s) 2x4 SP M 30 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-0-10 from end at joint 1, nail 2 row(s) at 7" o.c. for 4-5-4; starting at 5-11-7 from end at joint 1, nail 1 row(s) at 7" o.c. for 2-0-0. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-3-12, Interior(1) 2-3-12 to 11-10-0, Exterior(2R) 11-10-0 to 16-11-2, Interior(1) 16-11-2 to 24-2-0, Exterior(2R) 24-2-0 to 29-3-2, Interior(1) 29-3-2 to 37-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 3x4 MT20 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=842, 11=846. This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss A2 Truss Type Hip Qty 1 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722050 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:40 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-QQeFCSonFYjSbf5EX7BphJ9eyoF4mayLcXClNiywYIr Scale = 1:63.0 1 2 3 31 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 32 33 34 35 36 5x8 5x8 MT18HS 5x10 3x12 7x10 7x10 MT18HS 4x10 5x12 2-2-0 2-2-0 7-0-0 4-10-0 11-10-0 4-10-0 13-8-0 1-10-0 22-2-0 8-6-0 24-6-0 2-4-0 28-7-2 4-1-2 36-0-0 7-4-14 -1-0-0 1-0-0 2-2-0 2-2-0 7-0-0 4-10-0 11-10-0 4-10-0 13-10-0 2-0-0 18-0-0 4-2-0 22-2-0 4-2-0 28-7-2 6-5-2 36-0-0 7-4-14 37-0-0 1-0-0 0-3-154-11-40-3-151-9-110-6-04-11-44.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-5-3,0-3-0], [7:0-2-4,0-2-8], [9:0-4-0,0-2-3], [11:0-2-10,Edge], [18:0-4-0,0-3-4] 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 0.95 0.97 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.62 -1.19 0.51 0.86 (loc) 14 15-16 11 14 l/defl >697 >362 n/a >503 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 206 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 2-20: 2x6 SP No.2, 3-18: 2x4 SP M 31, 6-17: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP M 30 *Except* 1-21,12-22: 2x4 SP No.3 LBR SCAB 1-4 2x4 SP M 30 both sides BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=-163(LC 10) Max Uplift 2=-842(LC 12), 11=-846(LC 12) Max Grav 2=1400(LC 1), 11=1387(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-23=-410/405, 3-5=-4406/3756, 5-6=-3232/2867, 6-7=-3141/2918, 7-8=-2454/2311, 8-9=-3549/3168, 9-10=-5279/4498, 10-11=-6002/5104 BOT CHORD 3-19=-3503/4228, 18-19=-3503/4228, 6-18=-122/265, 16-17=-376/374, 15-16=-2492/3101, 14-15=-2848/3609, 13-14=-4784/5720, 11-13=-4771/5710 WEBS 5-19=-103/333, 5-18=-1297/1119, 16-18=-1612/2155, 7-18=-1212/1309, 7-16=-421/373, 8-16=-902/804, 8-15=-438/688, 9-15=-362/387, 9-14=-1836/2192, 10-14=-776/750 NOTES- 1) Attached 8-0-0 scab 1 to 4, both face(s) 2x4 SP M 30 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-0-10 from end at joint 1, nail 2 row(s) at 7" o.c. for 4-5-4; starting at 5-11-7 from end at joint 1, nail 1 row(s) at 7" o.c. for 2-0-0. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-3-12, Interior(1) 2-3-12 to 13-10-0, Exterior(2R) 13-10-0 to 18-11-2, Interior(1) 18-11-2 to 22-2-0, Exterior(2R) 22-2-0 to 27-3-2, Interior(1) 27-3-2 to 37-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 3x4 MT20 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=842, 11=846. This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss A3 Truss Type Hip Qty 1 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722051 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:41 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-vdCdPooP0rrJDpgR5qi2DWhs3BclV3gUrBxIv8ywYIq Scale = 1:68.8 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 24 25 26 27 28 29 5x8 MT18HS 5x6 5x6 5x8 MT18HS 3x5 5x6 4x10 3x4 4x10 5x6 7x8 MT18HS 3x4 3x4 3x4 3x4 8-6-0 8-6-0 13-8-0 5-2-0 20-2-0 6-6-0 24-6-0 4-4-0 28-9-4 4-3-4 36-0-0 7-2-12 -1-0-0 1-0-0 8-6-0 8-6-0 15-10-0 7-4-0 20-2-0 4-4-0 24-6-0 4-4-0 28-9-4 4-3-4 36-0-0 7-2-12 37-0-0 1-0-0 0-3-155-7-40-3-151-9-115-7-44.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [3:0-4-0,0-3-4], [7:0-4-0,Edge], [9:0-2-10,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-MS 0.74 0.94 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.57 -1.05 0.40 0.78 (loc) 11-12 11-12 9 11-12 l/defl >761 >410 n/a >551 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 169 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 2-6-15 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=-185(LC 10) Max Uplift 2=-846(LC 12), 9=-846(LC 12) Max Grav 2=1386(LC 1), 9=1386(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3371/2812, 3-4=-2633/2303, 4-5=-2803/2524, 5-6=-2968/2582, 6-8=-5371/4478, 8-9=-5960/4855 BOT CHORD 2-15=-2531/3159, 14-15=-2531/3153, 13-14=-1849/2432, 12-13=-4061/5146, 11-12=-4538/5675, 9-11=-4529/5666 WEBS 3-15=0/306, 3-14=-866/794, 4-13=-433/671, 5-13=-521/702, 6-13=-2706/2259, 6-12=-1484/1946, 8-12=-611/483 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=12ft; B=59ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-7-3, Interior(1) 2-7-3 to 15-10-0, Exterior(2R) 15-10-0 to 19-5-3, Interior(1) 19-5-3 to 20-2-0, Exterior(2R) 20-2-0 to 23-9-3, Interior(1) 23-9-3 to 37-0-0 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=846, 9=846. This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss A4 Truss Type Hip Qty 1 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722052 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:42 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-Npm?c8p1n9zAqzFdfYDHmkE1xbx0EUee3rhsSbywYIp Scale = 1:68.9 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 25 26 27 28 3x6 5x6 5x8 MT18HS 3x5 7x8 MT18HS 4x10 3x4 3x4 6x8 3x4 4x12 5x6 3x4 3x4 3x4 3x4 8-6-0 8-6-0 13-8-0 5-2-0 17-10-0 4-2-0 18-0-0 0-2-0 18-2-0 0-2-0 24-6-0 6-4-0 28-9-4 4-3-4 36-0-0 7-2-12 -1-0-0 1-0-0 8-6-0 8-6-0 13-8-0 5-2-0 17-10-0 4-2-0 18-0-0 0-2-0 18-2-0 0-2-0 24-6-0 6-4-0 28-9-4 4-3-4 36-0-0 7-2-12 37-0-0 1-0-0 0-3-156-3-40-3-151-9-114.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [8:0-4-0,Edge], [10:0-2-10,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-MS 0.73 0.94 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.60 -1.11 0.42 0.83 (loc) 13 13 10 13 l/defl >722 >390 n/a >522 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 171 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 2-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-14 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=-207(LC 10) Max Uplift 2=-846(LC 12), 10=-846(LC 12) Max Grav 2=1386(LC 1), 10=1386(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3361/2724, 3-5=-2658/2283, 5-6=-2455/2147, 6-7=-2478/2130, 7-9=-5400/4395, 9-10=-5952/4734 BOT CHORD 2-16=-2453/3147, 15-16=-2453/3147, 14-15=-1894/2512, 13-14=-3890/5044, 12-13=-4421/5668, 10-12=-4413/5658 WEBS 3-16=-3/315, 3-15=-804/674, 5-14=-344/335, 7-14=-2984/2483, 7-13=-1420/1957, 9-13=-571/453, 6-14=-948/1211 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=12ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-7-3, Interior(1) 2-7-3 to 18-0-0, Exterior(2R) 18-0-0 to 23-1-2, Interior(1) 23-1-2 to 37-0-0 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) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=846, 10=846. This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss A5 Truss Type Roof Special Qty 7 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722053 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:43 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-r?KOqUqfXS51S7qpDFkWIxmCs?HFzxqnIVQP_1ywYIo Scale = 1:66.4 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 25 26 27 28 3x6 5x6 5x8 MT18HS 3x5 5x8 7x8 MT18HS 4x10 3x4 3x4 3x4 4x12 5x6 3x4 3x4 3x4 3x4 8-6-0 8-6-0 13-8-0 5-2-0 18-0-0 4-4-0 24-6-0 6-6-0 28-9-4 4-3-4 36-0-0 7-2-12 -1-0-0 1-0-0 8-6-0 8-6-0 13-8-0 5-2-0 18-0-0 4-4-0 24-6-0 6-6-0 28-9-4 4-3-4 36-0-0 7-2-12 37-0-0 1-0-0 0-3-156-3-150-3-151-9-114.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [8:0-4-0,Edge], [10:0-2-10,Edge], [15:0-2-12,0-3-0] 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 0.72 0.94 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.60 -1.11 0.42 0.83 (loc) 13 13 10 13 l/defl >721 >390 n/a >522 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 171 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 2-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-14 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=-208(LC 10) Max Uplift 2=-846(LC 12), 10=-846(LC 12) Max Grav 2=1386(LC 1), 10=1386(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3360/2674, 3-5=-2660/2237, 5-6=-2449/2100, 6-7=-2469/2083, 7-9=-5399/4296, 9-10=-5952/4653 BOT CHORD 2-16=-2397/3146, 15-16=-2397/3146, 14-15=-1843/2516, 13-14=-3795/5044, 12-13=-4342/5668, 10-12=-4335/5658 WEBS 3-16=-4/315, 3-15=-799/668, 5-14=-356/326, 6-14=-932/1224, 7-14=-2997/2423, 7-13=-1394/1957, 9-13=-571/459 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=12ft; B=59ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-7-3, Interior(1) 2-7-3 to 18-0-0, Exterior(2R) 18-0-0 to 21-7-3, Interior(1) 21-7-3 to 37-0-0 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) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=846, 10=846. This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss ATA Truss Type COMMON Qty 7 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722054 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:44 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-JCum1qrHImDu4HP0mzFlr9JQuPfyiQrwX9AyWTywYIn Scale = 1:61.0 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 3x6 5x6 3x6 3x8 5x6 WB 4x8 4x8 5x6 WB 3x8 8-1-1 8-1-1 13-10-2 5-9-1 22-1-14 8-3-12 27-10-15 5-9-1 36-0-0 8-1-1 -1-0-0 1-0-0 8-1-1 8-1-1 13-10-2 5-9-1 18-0-0 4-1-14 22-1-14 4-1-14 27-10-15 5-9-1 36-0-0 8-1-1 37-0-0 1-0-0 0-3-156-3-150-3-154.00 12 Plate Offsets (X,Y)-- [2:0-7-14,Edge], [10:0-7-14,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-MS 0.57 0.78 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.70 0.15 0.34 (loc) 14-15 14-15 10 14-15 l/defl >999 >614 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 178 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 3-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=208(LC 11) Max Uplift 2=-771(LC 12), 10=-771(LC 12) Max Grav 2=1638(LC 17), 10=1638(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4017/2473, 3-5=-3198/1974, 5-6=-3197/2110, 6-7=-3197/2110, 7-9=-3198/1974, 9-10=-4018/2473 BOT CHORD 2-17=-2212/3922, 15-17=-2212/3922, 14-15=-1180/2400, 12-14=-2218/3767, 10-12=-2218/3767 WEBS 6-14=-696/1188, 7-14=-304/320, 9-14=-940/712, 9-12=-2/271, 6-15=-696/1188, 5-15=-305/320, 3-15=-938/712, 3-17=-2/271 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=12ft; B=59ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-7-3, Interior(1) 2-7-3 to 18-0-0, Exterior(2R) 18-0-0 to 21-7-3, Interior(1) 21-7-3 to 37-0-0 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, 18-0-0 from left end, supported at two points, 5-0-0 apart. 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=771, 10=771. This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss ATB Truss Type COMMON Qty 1 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722055 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:45 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-nOS8FArw34LkiQ_CKgm_NMsY3p2VRt84lpvW3vywYIm Scale = 1:65.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 14 13 12 27 28 29 30 31 32 33 34 15 35 36 37 3x6 5x6 3x6 3x5 3x6 3x4 4x4 3x4 3x4 6x8 4x4 3x4 3x4 3x4 3x6 3x5 6x8 8-1-1 8-1-1 13-10-2 5-9-1 15-2-0 1-3-14 21-10-0 6-8-0 22-1-14 0-3-14 27-10-15 5-9-1 36-0-0 8-1-1 -1-0-0 1-0-0 8-1-1 8-1-1 13-10-2 5-9-1 18-0-0 4-1-14 22-1-14 4-1-14 27-10-15 5-9-1 36-0-0 8-1-1 37-0-0 1-0-0 0-3-156-3-150-3-154.00 12 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [10:0-0-6,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-MS 0.74 0.63 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.49 -0.26 -0.03 (loc) 18-23 18-23 15 l/defl >378 >726 n/a L/d 240 240 n/a PLATES MT20 Weight: 175 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 5-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-7-8 oc bracing. WEBS 1 Row at midpt 6-14, 6-16 REACTIONS.All bearings 0-8-0. (lb) - Max Horz 2=208(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 15 except 2=-748(LC 12), 10=-397(LC 12), 14=-1515(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=698(LC 23), 10=396(LC 22), 15=378(LC 2), 14=1726(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1259/2604, 3-5=-459/739, 5-6=-457/864, 6-7=-1543/797, 7-9=-1645/794, 9-10=-326/262 BOT CHORD 2-18=-2358/1157, 16-18=-2358/1157, 15-16=-117/594, 14-15=-117/594, 12-14=-201/273, 10-12=-201/273 WEBS 6-14=-1138/2256, 7-14=-317/293, 9-14=-889/2198, 9-12=-975/308, 6-16=-1731/672, 5-16=-316/284, 3-16=-923/2185, 3-18=-972/334 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=12ft; B=59ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-7-3, Interior(1) 2-7-3 to 18-0-0, Exterior(2R) 18-0-0 to 21-7-3, Interior(1) 21-7-3 to 37-0-0 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 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, 18-0-0 from left end, supported at two points, 5-0-0 apart. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 2=748, 10=397, 14=1515. This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss ATC Truss Type COMMON Qty 1 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722056 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:47 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-jnZugstAbhbSxk7aS5pSTnxtZckzvneND7Od7oywYIk Scale = 1:65.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 14 13 12 27 28 29 30 31 32 33 34 15 35 36 37 3x6 5x6 3x6 3x5 3x6 3x4 6x8 4x4 3x4 3x4 6x8 4x4 3x4 3x4 3x4 3x6 3x5 8-1-1 8-1-1 13-10-2 5-9-1 15-2-0 1-3-14 21-10-7 6-8-7 22-1-14 0-3-7 27-10-15 5-9-1 36-0-0 8-1-1 -1-0-0 1-0-0 8-1-1 8-1-1 13-10-2 5-9-1 18-0-0 4-1-14 22-1-14 4-1-14 27-10-15 5-9-1 36-0-0 8-1-1 37-0-0 1-0-0 0-3-156-3-150-3-154.00 12 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [10:0-0-6,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-MS 0.74 0.63 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.49 -0.26 -0.03 (loc) 18-23 18-23 15 l/defl >378 >726 n/a L/d 240 240 n/a PLATES MT20 Weight: 175 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 5-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-7-8 oc bracing. WEBS 1 Row at midpt 6-14, 6-16 REACTIONS.All bearings 0-8-0 except (jt=length) 14=0-11-5. (lb) - Max Horz 2=-208(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 15 except 2=-748(LC 12), 14=-1515(LC 12), 10=-397(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=698(LC 23), 14=1726(LC 2), 10=396(LC 22), 15=378(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1259/2604, 3-5=-459/739, 5-6=-457/864, 6-7=-1543/797, 7-9=-1645/794, 9-10=-326/262 BOT CHORD 2-18=-2358/1157, 16-18=-2358/1157, 15-16=-117/594, 14-15=-117/594, 12-14=-201/273, 10-12=-201/273 WEBS 6-14=-1138/2256, 7-14=-317/293, 9-14=-889/2198, 9-12=-975/308, 6-16=-1731/672, 5-16=-316/284, 3-16=-923/2185, 3-18=-972/334 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=12ft; B=59ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-7-3, Interior(1) 2-7-3 to 18-0-0, Exterior(2R) 18-0-0 to 21-7-3, Interior(1) 21-7-3 to 37-0-0 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 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, 18-0-0 from left end, supported at two points, 5-0-0 apart. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 2=748, 14=1515, 10=397. This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss BHA Truss Type COMMON GIRDER Qty 1 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722057 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:49 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-g9hf4XvQ7IrAA2HzZWrwYC0AoQMzNeSggRtjChywYIi Scale: 3/16"=1' 1 2 3 20 21 22 4 6 8 10 11 13 15 17 19 5 7 9 12 14 16 18 28 27 26 25 24 23 37 38 39 40 41 42 43 44 45 7x10 MT18HS 7x10 3x6 5x8 MT18HS 6x10 6x8 6x8 6x8 5x6 6x8 3x6 5x6 4x6 3x5 8-0-0 8-0-0 15-6-0 7-6-0 22-10-15 7-4-15 28-0-0 5-1-1 36-0-0 8-0-0 -1-0-0 1-0-0 8-0-0 8-0-0 12-0-0 4-0-0 14-0-0 2-0-0 15-6-0 1-6-0 16-0-0 0-6-0 18-0-0 2-0-0 20-0-0 2-0-0 22-0-0 2-0-0 22-10-15 0-10-15 24-0-0 1-1-1 28-0-0 4-0-0 36-0-0 8-0-0 37-0-0 1-0-0 0-3-152-11-156-3-150-3-152-11-154.00 12 Plate Offsets (X,Y)-- [3:0-3-8,Edge], [11:0-3-0,0-3-0], [20:0-3-8,Edge], [21:0-2-8,Edge], [28:0-3-8,0-3-0] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.95 0.79 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.54 -0.44 0.03 (loc) 26-28 26-28 21 l/defl >343 >422 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 214 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 8-26,17-25: 2x6 SP No.2, 17-26,8-28: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins. Except: 1 Row at midpt 8-20 BOT CHORD Rigid ceiling directly applied or 4-4-0 oc bracing. WEBS 1 Row at midpt 8-28, 20-25 JOINTS 1 Brace at Jt(s): 8, 4, 14, 16, 18 REACTIONS.All bearings 0-8-0 except (jt=length) 25=0-11-5. (lb) - Max Horz 2=208(LC 24) Max Uplift All uplift 100 lb or less at joint(s) except 2=-1298(LC 8), 26=-4141(LC 8), 25=-3391(LC 8), 21=-937(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=1266(LC 1), 26=4093(LC 1), 25=3446(LC 1), 21=895(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3229/3110, 20-21=-1927/1843, 3-4=-3219/3523, 4-6=-3219/3523, 6-8=-3219/3523, 8-10=-826/1137, 10-11=-826/1137, 11-13=-826/1137, 13-15=-826/1137, 15-17=-826/1137, 17-19=-601/983, 19-20=-601/983, 3-5=-523/374, 5-7=-436/406, 7-9=-385/405, 9-12=-447/338, 12-14=-403/355, 14-16=-393/317, 16-18=-387/353, 18-20=-531/399 BOT CHORD 2-28=-2847/3021, 26-28=-1351/1564, 25-26=-1184/1330, 23-25=-1418/1569, 21-23=-1640/1781 WEBS 8-26=-2758/2777, 17-25=-976/814, 3-28=-643/589, 8-28=-4634/4586, 20-23=-1921/1831, 20-25=-3188/3182, 9-10=-706/623, 6-7=-305/268, 15-16=-462/406, 18-19=-498/444 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=12ft; B=59ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and 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 1298 lb uplift at joint 2, 4141 lb uplift at joint 26, 3391 lb uplift at joint 25 and 937 lb uplift at joint 21. 10) Girder carries hip end with 8-0-0 end setback. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 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. Top chord must be braced by end jacks, roof diaphragm, or properly connected purlins as specified. This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss BHA Truss Type COMMON GIRDER Qty 1 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722057 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:49 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-g9hf4XvQ7IrAA2HzZWrwYC0AoQMzNeSggRtjChywYIi NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 212 lb down and 139 lb up at 8-0-0, and 212 lb down and 139 lb up at 27-11-4 on top chord, and 1494 lb down and 1477 lb up at 28-0-0, 1494 lb down and 1477 lb up at 8-0-0, 232 lb down and 297 lb up at 10-0-12, 232 lb down and 297 lb up at 12-0-12, 232 lb down and 297 lb up at 14-0-12, 232 lb down and 329 lb up at 16-0-12, 232 lb down and 338 lb up at 18-0-0, 232 lb down and 338 lb up at 19-11-4 , 232 lb down and 338 lb up at 21-11-4, and 232 lb down and 297 lb up at 23-11-4, and 232 lb down and 297 lb up at 25-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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, 20-22=-54, 28-31=-20, 23-28=-47(F=-27), 23-34=-20, 3-12=-126(F=-72), 12-20=-126(F=-72) Concentrated Loads (lb) Vert: 27=-232(F) 28=-1468(F) 23=-1468(F) 24=-232(F) 37=-2(F) 38=-2(F) 39=-232(F) 40=-232(F) 41=-232(F) 42=-232(F) 43=-232(F) 44=-232(F) 45=-232(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 M11496 Truss GRA Truss Type HIP GIRDER Qty 1 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722058 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:51 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-cYpPVDwgfw6uQLRMhxtOdd6X9D1lrX9y8lMqGZywYIg Scale = 1:67.6 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 1918 17 16 15 14 13 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 3x4 5x12 MT18HS 3x6 5x8 MT18HS 3x4 3x5 3x6 8x14 5x6 WB 3x4 3x4 6x8 4x10 5x12 4x8 3x4 3x6 3x8 3x4 5x6 2-2-0 2-2-0 5-0-0 2-10-0 7-10-0 2-10-0 11-10-0 4-0-0 13-8-0 1-10-0 17-3-15 3-7-15 22-8-1 5-4-3 28-2-0 5-5-15 31-8-2 3-6-2 36-0-0 4-3-14 -1-0-0 1-0-0 2-2-0 2-2-0 5-0-0 2-10-0 7-10-0 2-10-0 11-10-0 4-0-0 13-8-0 1-10-0 17-3-15 3-7-15 22-8-1 5-4-3 28-2-0 5-5-15 31-8-2 3-6-2 36-0-0 4-3-14 37-0-0 1-0-0 0-3-152-11-40-3-150-6-02-11-44.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-0-4], [5:0-9-0,0-2-8], [7:0-3-8,0-2-0], [9:0-3-8,0-2-0], [10:0-5-4,0-2-8], [11:0-0-10,Edge], [19:0-5-0,0-3-0], [20:0-3-8,0-3-0] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.89 0.90 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.55 -0.38 0.12 (loc) 13-15 13-15 11 l/defl >483 >703 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 179 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* 7-19: 2x4 SP M 30, 6-17: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-1-8 oc bracing. WEBS 1 Row at midpt 5-19, 9-16 REACTIONS. (size)2=0-8-0, 11=0-8-0, 17=0-8-0 Max Horz 2=-97(LC 6) Max Uplift 2=-143(LC 8), 11=-1893(LC 8), 17=-4251(LC 8) Max Grav 2=431(LC 36), 11=1506(LC 18), 17=4201(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-925/0, 4-5=-583/43, 5-6=-2983/3315, 6-7=-3112/3401, 7-9=-406/1244, 9-10=-2970/4113, 10-11=-3789/4780 BOT CHORD 3-21=0/950, 20-21=0/950, 19-20=-41/667, 16-17=-1332/1177, 15-16=-3934/2970, 13-15=-4495/3602, 11-13=-4415/3537 WEBS 4-20=-694/287, 5-20=-576/1057, 5-19=-3907/2976, 7-19=-3969/4693, 7-16=-2105/1791, 9-16=-2948/3347, 9-15=-1227/1081, 10-15=-772/622, 10-13=-1453/1177, 17-19=-4267/4276, 6-19=-389/369, 16-19=-2009/1522 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=12ft; B=45ft; L=36ft; 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) 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 143 lb uplift at joint 2, 1893 lb uplift at joint 11 and 4251 lb uplift at joint 17. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 215 lb down and 316 lb up at 7-10-0, 123 lb down and 170 lb up at 9-10-12, 94 lb down and 47 lb up at 11-10-12, 94 lb down and 47 lb up at 13-10-12, 94 lb down and 47 lb up at 15-10-12, 94 lb down and 47 lb up at 18-0-0, 94 lb down and 47 lb up at 20-1-4, 94 lb down and 47 lb up at 22-1-4, 94 lb down and 47 lb up at 24-1-4, and 94 lb down and 47 lb up at 26-1-4, and 212 lb down and 148 lb up at 28-2-0 on top chord, and 576 lb down and 384 lb up at 7-10-0, 96 lb down and 50 lb up at 9-10-12, 232 lb down and 338 lb up at 11-10-0, 232 lb down and 296 lb up at 15-10-12, 232 lb down and 296 lb up at 18-0-0, 232 lb down and 296 lb up at 20-1-4, 232 lb down and 296 lb up at 22-1-4, 232 lb down and 296 lb up at 24-1-4, and 232 lb down and 296 lb up at 26-1-4, and 814 lb down and 980 lb up at 28-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss GRA Truss Type HIP GIRDER Qty 1 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722058 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:51 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-cYpPVDwgfw6uQLRMhxtOdd6X9D1lrX9y8lMqGZywYIg NOTES- 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 (plf) Vert: 1-5=-54, 5-10=-54, 10-12=-54, 22-25=-20, 19-28=-20, 18-31=-20 Concentrated Loads (lb) Vert: 5=-168(B) 8=15(B) 10=15(B) 14=-232(B) 20=-576(B) 13=-814(B) 6=15(B) 34=-123(B) 36=15(B) 38=15(B) 39=15(B) 40=15(B) 42=15(B) 44=15(B) 45=-90(B) 46=-232(B) 47=-232(B) 48=-232(B) 49=-232(B) 50=-232(B) 51=-232(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 M11496 Truss J2 Truss Type JACK-OPEN Qty 8 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722059 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:52 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:4ZlTuJxIhx6CLXTDbI?aoJyxV0C-4kNnjZxJQDEl1V0YEeOdAresqdYEaDz6MP6Oo?ywYIf Scale = 1:7.8 1 2 3 4 2x3 3x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-3-150-11-150-7-120-11-154.00 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 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 8 8 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 9 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 2-0-0 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=67(LC 12) Max Uplift 3=-39(LC 12), 2=-177(LC 12), 4=-33(LC 9) Max Grav 3=38(LC 1), 2=141(LC 1), 4=31(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=12ft; 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 39 lb uplift at joint 3, 177 lb uplift at joint 2 and 33 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss J4 Truss Type JACK-OPEN Qty 6 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722060 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:52 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-4kNnjZxJQDEl1V0YEeOdArehodM4aDz6MP6Oo?ywYIf Scale = 1:11.1 1 2 9 3 10 4 2x3 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-3-151-7-151-3-121-7-154.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-0-0] 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-MP 0.90 0.95 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.02 -0.00 (loc) 4-8 4-8 3 l/defl >538 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 15 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=104(LC 12) Max Uplift 3=-95(LC 12), 2=-242(LC 12), 4=-72(LC 12) Max Grav 3=89(LC 1), 2=207(LC 1), 4=68(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=12ft; B=59ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-7-3, Interior(1) 2-7-3 to 3-11-4 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 95 lb uplift at joint 3, 242 lb uplift at joint 2 and 72 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss J6 Truss Type JACK-OPEN Qty 6 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722061 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:54 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-07UY8FyZyrUTHpAxM3R5FGk7uRB222DPqjbUtuywYId Scale = 1:14.3 1 2 3 6 5 11 12 4 13 14 2x3 3x6 5x10 4x5 3x5 6-0-0 6-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 6-0-0 2-0-0 0-3-152-3-151-11-122-3-154.00 12 Plate Offsets (X,Y)-- [2:0-5-2,Edge], [2:0-0-4,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 0.54 0.35 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.03 -0.01 (loc) 6-10 6-10 6 l/defl >600 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 26 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 WEDGE Left: 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 6-8-2 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=142(LC 12) Max Uplift 4=-15(LC 12), 2=-311(LC 12), 6=-245(LC 12) Max Grav 4=42(LC 17), 2=275(LC 1), 6=197(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-233/691 BOT CHORD 2-6=-943/227 WEBS 3-6=-272/1130 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=59ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-7-3, Interior(1) 2-7-3 to 5-11-4 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) N/A 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 4, 311 lb uplift at joint 2 and 245 lb uplift at joint 6. This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss J8 Truss Type JACK-PARTIAL Qty 11 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722062 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:54 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-07UY8FyZyrUTHpAxM3R5FGk4xR6022aPqjbUtuywYId Scale = 1:18.5 1 2 3 6 5 11 12 4 13 14 2x3 3x8 5x10 3x5 4x5 8-0-0 8-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 8-0-0 3-0-0 0-3-152-11-152-7-122-11-154.00 12 Plate Offsets (X,Y)-- [2:0-6-6,Edge], [2:0-0-4,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 0.73 0.67 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.36 -0.13 -0.01 (loc) 6-10 6-10 6 l/defl >260 >710 n/a L/d 240 240 n/a PLATES MT20 Weight: 34 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 WEDGE Left: 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, 6=Mechanical Max Horz 2=180(LC 12) Max Uplift 4=-33(LC 12), 2=-387(LC 12), 6=-318(LC 12) Max Grav 4=60(LC 17), 2=348(LC 1), 6=252(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-363/835 BOT CHORD 2-6=-1116/347 WEBS 3-6=-394/1270 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; 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 7-11-4 zone; porch left 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) N/A 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 4, 387 lb uplift at joint 2 and 318 lb uplift at joint 6. This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss JA8 Truss Type JACK-PARTIAL Qty 9 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722063 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:55 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-UJ2wLbzBj8cKuzl7wmyKnTGF0rShnV_Y3NK2PKywYIc Scale = 1:18.2 1 2 3 6 5 11 12 4 13 14 2x3 3x8 5x10 4x5 3x5 7-10-0 7-10-0 -1-0-0 1-0-0 5-0-0 5-0-0 7-10-0 2-10-0 0-3-152-11-40-4-32-7-12-11-44.00 12 Plate Offsets (X,Y)-- [2:0-6-10,Edge], [2:0-0-4,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 0.71 0.64 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.34 -0.12 -0.01 (loc) 6-10 6-10 6 l/defl >272 >753 n/a L/d 240 240 n/a PLATES MT20 Weight: 33 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 WEDGE Left: 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 5-1-4 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=177(LC 12) Max Uplift 4=-27(LC 12), 2=-380(LC 12), 6=-318(LC 12) Max Grav 4=55(LC 17), 2=342(LC 1), 6=252(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-343/792 BOT CHORD 2-6=-1068/327 WEBS 3-6=-378/1234 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; 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 7-9-4 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) N/A 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 4, 380 lb uplift at joint 2 and 318 lb uplift at joint 6. This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss JC4 Truss Type Jack-Open Qty 2 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722064 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:56 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-yWcIYx_pUSkBW7JJTUTZKhpRhEqZW1zhH14bxnywYIb Scale = 1:11.1 1 2 3 6 14 15 4 5 2x3 3x4 3x4 2-2-0 2-2-0 -1-0-0 1-0-0 2-2-0 2-2-0 4-0-0 1-10-0 0-3-151-7-151-1-150-6-04.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-0-4] 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-MP 0.65 0.47 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 -0.01 0.07 (loc) 6 6 5 6 l/defl >999 >892 n/a >654 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 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 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=104(LC 12) Max Uplift 4=-60(LC 12), 2=-158(LC 12), 5=-24(LC 12) Max Grav 4=81(LC 1), 2=214(LC 1), 5=69(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=12ft; 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 3-11-4 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 60 lb uplift at joint 4, 158 lb uplift at joint 2 and 24 lb uplift at joint 5. VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss JC6 Truss Type Jack-Open Qty 2 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722065 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:56 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-yWcIYx_pUSkBW7JJTUTZKhpWcErFW1zhH14bxnywYIb Scale = 1:14.3 1 2 3 6 14 4 5 2x3 3x4 3x5 2-2-0 2-2-0 2-2-0 2-2-0 6-0-0 3-10-0 0-3-152-3-151-9-150-6-04.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-4] 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-MP 0.33 0.43 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.04 0.18 (loc) 6 6 5 6 l/defl >999 >538 n/a >391 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 2-6: 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 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=142(LC 12) Max Uplift 4=-110(LC 12), 2=-190(LC 12), 5=-27(LC 12) Max Grav 4=131(LC 1), 2=288(LC 1), 5=104(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=12ft; 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 5-11-4 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 110 lb uplift at joint 4, 190 lb uplift at joint 2 and 27 lb uplift at joint 5. VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss JC8 Truss Type Jack-Partial Qty 2 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722066 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:57 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-RiAgmG?REms18GuV1B_otuMdBe89FUCrWgp9UDywYIa Scale = 1:17.2 1 2 3 6 14 15 4 5 2x3 3x5 3x6 2-2-0 2-2-0 -1-0-0 1-0-0 1-5-14 1-5-14 2-2-0 0-8-2 4-10-4 2-8-4 7-10-0 2-11-12 0-3-152-11-40-4-32-7-12-5-40-6-04.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-4] 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-MP 0.60 0.64 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.32 -0.08 0.38 (loc) 5-13 5-13 5 5-13 l/defl >577 >290 n/a >249 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 2-6: 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 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=177(LC 12) Max Uplift 4=-154(LC 12), 2=-221(LC 12), 5=-30(LC 12) Max Grav 4=177(LC 1), 2=356(LC 1), 5=136(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=12ft; 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 7-9-4 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 154 lb uplift at joint 4, 221 lb uplift at joint 2 and 30 lb uplift at joint 5. VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss KJ8 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722067 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:58 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-vuk2zc?3?3_ulQTibvV1P6urA2WI_pd_lKZi0fywYIZ Scale = 1:21.0 1 2 3 4 8 7 13 14 15 5 16 17 18 6 2x3 3x4 3x4 2x3 3x5 3x6 7-2-7 7-2-7 11-0-12 3-10-5 11-3-0 0-2-4 -1-5-0 1-5-0 7-2-7 7-2-7 11-0-12 3-10-5 11-3-0 0-2-4 0-3-152-11-122-7-132-11-122.83 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 0.39 0.45 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.14 -0.02 (loc) 8-12 8-12 6 l/defl >700 >973 n/a L/d 240 240 n/a PLATES MT20 Weight: 49 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 5-7-2 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=180(LC 8) Max Uplift 5=-623(LC 9), 2=-719(LC 8), 6=-231(LC 8) Max Grav 5=536(LC 1), 2=605(LC 1), 6=172(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1277/1466 BOT CHORD 2-8=-1529/1220, 7-8=-1529/1220 WEBS 3-8=-611/475, 3-7=-1345/1687, 4-7=-699/531 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=59ft; L=36ft; eave=5ft; 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 623 lb uplift at joint 5, 719 lb uplift at joint 2 and 231 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 53 lb up at 2-11-0, 26 lb down and 53 lb up at 2-11-0, 51 lb down and 117 lb up at 5-8-15, 51 lb down and 117 lb up at 5-8-15, and 115 lb down and 48 lb up at 8-6-14, and 115 lb down and 48 lb up at 8-6-14 on top chord, and 11 lb down and 3 lb up at 2-11-0, 11 lb down and 3 lb up at 2-11-0, 32 lb down and 27 lb up at 5-8-15, 32 lb down and 27 lb up at 5-8-15, and 169 lb down and 215 lb up at 8-6-14, and 169 lb down and 215 lb up at 8-6-14 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: 1-5=-54, 6-10=-20 Concentrated Loads (lb) Vert: 14=-25(F=-13, B=-13) 15=45(F=23, B=23) 16=-11(F=-6, B=-6) 17=-43(F=-21, B=-21) 18=-338(F=-169, B=-169) This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss KJA8 Truss Type Diagonal Hip Girder Qty 1 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722068 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:16:59 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-N4IRBy0imN6lNa2u9c0GyJR13SqPjGu8z_IFY6ywYIY Scale = 1:20.6 1 2 3 7 6 12 13 14 4 15 16 17 5 2x3 3x4 3x4 2x3 6x8 6-10-0 6-10-0 11-0-3 4-2-3 -1-5-0 1-5-0 6-10-0 6-10-0 11-0-3 4-2-3 0-3-152-11-20-3-152-7-22-11-22.83 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 0.32 0.59 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.12 -0.02 (loc) 6-7 6-7 5 l/defl >785 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 45 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 5-2-15 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=176(LC 8) Max Uplift 4=-83(LC 8), 2=-609(LC 8), 5=-713(LC 8) Max Grav 4=83(LC 28), 2=591(LC 1), 5=610(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1272/1394 BOT CHORD 2-7=-1453/1214, 6-7=-1453/1214 WEBS 3-7=-588/487, 3-6=-1318/1577 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=59ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 83 lb uplift at joint 4, 609 lb uplift at joint 2 and 713 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 53 lb up at 2-11-0, 26 lb down and 53 lb up at 2-11-0, 51 lb down and 117 lb up at 5-8-15, 51 lb down and 117 lb up at 5-8-15, and 115 lb down and 48 lb up at 8-6-14, and 115 lb down and 48 lb up at 8-6-14 on top chord, and 6 lb down and 38 lb up at 2-11-0, 6 lb down and 38 lb up at 2-11-0, 21 lb down and 85 lb up at 5-8-15, 21 lb down and 85 lb up at 5-8-15, and 169 lb down and 273 lb up at 8-6-14, and 169 lb down and 273 lb up at 8-6-14 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: 13=-25(F=-13, B=-13) 14=45(F=23, B=23) 15=-11(F=-6, B=-6) 16=-43(F=-21, B=-21) 17=-338(F=-169, B=-169) This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss KJC8 Truss Type Diagonal Hip Girder Qty 1 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722069 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:17:00 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-rHspOI1KXhEc?kd4iKYVUX_2Hs8mShFHCe2p4YywYIX Scale = 1:21.0 1 2 3 4 9 8 7 14 15 5 16 17 62x3 3x6 4x4 5x10 3x4 3x4 4x4 3-0-0 3-0-0 6-10-6 3-10-5 11-0-3 4-1-13 -1-5-0 1-5-0 2-0-11 2-0-11 3-0-0 0-11-5 6-10-6 3-10-5 11-0-3 4-1-13 0-3-152-11-20-3-152-7-22-5-20-6-02.83 12 Plate Offsets (X,Y)-- [2:0-3-15,Edge], [3:0-2-12,0-2-4], [9:Edge,0-3-8] 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 0.99 0.71 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.39 -0.43 0.12 (loc) 3-8 3-8 6 l/defl >341 >306 n/a L/d 240 240 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 30 *Except* 3-9: 2x4 SP No.3, 3-6: 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 OTHERS 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 8-11-11 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=176(LC 8) Max Uplift 5=-109(LC 8), 2=-453(LC 8), 6=-306(LC 8) Max Grav 5=121(LC 1), 2=592(LC 1), 6=514(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-12=-384/161, 3-4=-1763/1086 BOT CHORD 3-9=-319/383, 3-8=-1143/1708, 7-8=-1148/1713 WEBS 4-8=-241/458, 4-7=-1777/1191 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 109 lb uplift at joint 5, 453 lb uplift at joint 2 and 306 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 48 lb up at 2-11-0, 26 lb down and 48 lb up at 2-11-0, 52 lb down and 77 lb up at 5-8-15, 52 lb down and 77 lb up at 5-8-15, and 76 lb down and 132 lb up at 8-6-14, and 76 lb down and 132 lb up at 8-6-14 on top chord, and 6 lb down and 38 lb up at 2-10-4, 6 lb down and 38 lb up at 2-10-4, 37 lb down and 38 lb up at 5-8-15, 37 lb down and 38 lb up at 5-8-15, and 60 lb down and 48 lb up at 8-6-14, and 60 lb down and 48 lb up at 8-6-14 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: 1-3=-54, 3-5=-54, 9-11=-20, 3-6=-20 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, 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. July 19,2021 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 M11496 Truss KJC8 Truss Type Diagonal Hip Girder Qty 1 Ply 1 STERLING WITH COFFER CEILING Job Reference (optional) T24722069 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:17:00 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-rHspOI1KXhEc?kd4iKYVUX_2Hs8mShFHCe2p4YywYIX LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-11(F=-6, B=-6) 14=-26(F=-13, B=-13) 15=-110(F=-55, B=-55) 16=-72(F=-36, B=-36) 17=-120(F=-60, B=-60) 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