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HomeMy WebLinkAbouttruss cut sheets6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2436277 - 2436277 Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 40.0 psf Design Program: MiTek 20/20 8.2 1 of 2 This package includes 50 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: TREFELNER CONSTRUCTION Project Name: - Model: LINDA G O'QUINN Subdivision: O'QUINN RESIDENCE Address: 5002 SOUTHWIND TRAIL, - State: FLCity: FT. PIERCE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: October 21,2020 Lee, Julius The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Fort Pierce). Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2021. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T21646600 A1G Date 10/21/202T21646601A210/21/203T21646602A310/21/204T21646603A410/21/205T21646604A510/21/206T21646605A610/21/207T21646606A710/21/208T21646607A810/21/209T21646608A910/21/2010T21646609A1010/21/2011T21646610A1110/21/2012T21646611A1210/21/2013T21646612A1310/21/2014T21646613A1410/21/2015T21646614A1510/21/2016T21646615A1610/21/2017T21646616A1710/21/2018T21646617A1810/21/2019T21646618A19G10/21/2020T21646619A2010/21/2021T21646620A21GE10/21/2022T21646621B1G10/21/20 No.Seal#Truss Name 23 T21646622 B2G Date 10/21/2024T21646623CJ110/21/2025T21646624CJ310/21/2026T21646625CJ3T10/21/2027T21646626CJ510/21/2028T21646627D110/21/2029T21646628HJ510/21/2030T21646629HJ5T10/21/2031T21646630HJ710/21/2032T21646631J310/21/2033T21646632J3G10/21/2034T21646633J510/21/2035T21646634J5T10/21/2036T21646635J710/21/2037T21646636J7GE10/21/2038T21646637J7S10/21/2039T21646638M1GE10/21/2040T21646639M2GE10/21/2041T21646640V410/21/2042T21646641V510/21/2043T21646642V910/21/2044T21646643V1310/21/20 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2436277 - 2436277 2 of 2 Site Information: Lot/Block: - Customer Info: TREFELNER CONSTRUCTION Project Name: - Model: LINDA G O'QUINN Subdivision: O'QUINN RESIDENCE Address: 5002 SOUTHWIND TRAIL, - State: FLCity: FT. PIERCE No.Seal#Truss Name 45 T21646644 V17 Date 10/21/2046T21646645V2110/21/2047T21646646V2510/21/2048T21646647V2910/21/2049T21646648V3310/21/2050T21646649V3710/21/20 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A1G Truss Type Hip Girder Qty 1 Ply 1 2436277 Job Reference (optional) T21646600 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:13 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-1H1AqlC73AC7VV5277ClIu2ulajkBq585gGkreyREPG Scale = 1:55.7 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 5x12 4x10 MT20HS 4x10 MT20HS 5x12 2x4 7x10 4x12 2x4 6x12 MT20HS 2x4 2x4 5x8 5x8 3x4 2x4 3x4 5x8 0-8-0 0-8-0 5-4-6 4-8-6 10-0-13 4-8-6 15-7-0 5-6-3 19-5-10 3-10-10 24-2-0 4-8-6 27-4-2 3-2-2 31-2-0 3-9-14 -0-6-0 0-6-0 0-8-0 0-8-0 5-4-6 4-8-6 10-0-13 4-8-6 15-7-0 5-6-3 19-5-10 3-10-10 24-2-0 4-8-6 27-4-2 3-2-2 31-2-0 3-9-14 32-5-12 1-3-12 2-11-113-3-10-4-13-3-15.00 12 Plate Offsets (X,Y)-- [3:0-9-12,0-2-8], [6:0-5-0,Edge], [9:0-6-8,0-2-0], [11:0-2-5,Edge], [16:0-6-0,0-3-4], [19:Edge,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.77 0.75 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.64 -0.76 0.18 (loc) 16-17 16-17 11 l/defl >579 >484 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 169 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-6,6-9: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 8-14,3-18: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-9-11 oc bracing. WEBS 1 Row at midpt 5-18, 3-18 REACTIONS. (size)19=0-8-0, 11=0-8-0 Max Horz 19=-193(LC 25) Max Uplift 19=-1849(LC 4), 11=-1713(LC 8) Max Grav 19=2679(LC 1), 11=2469(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-3915/2702, 4-5=-3915/2702, 5-7=-6914/4738, 7-8=-6914/4738, 8-9=-4844/3315, 9-10=-5185/3495, 10-11=-5184/3390 BOT CHORD 18-19=-253/482, 17-18=-3998/6066, 16-17=-3998/6066, 15-16=-4179/6432, 14-15=-4179/6432, 13-14=-2958/4648, 11-13=-2958/4648 WEBS 4-18=-493/469, 5-18=-2543/1743, 5-17=-115/403, 5-16=-649/964, 7-16=-508/452, 8-16=-439/631, 8-15=-72/293, 8-14=-1932/1307, 9-14=-919/1527, 10-14=-413/329, 3-19=-2445/1751, 3-18=-2763/4056 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1849 lb uplift at joint 19 and 1713 lb uplift at joint 11. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 107 lb down and 156 lb up at 0-8-0, 96 lb down and 154 lb up at 2-8-12, 96 lb down and 154 lb up at 4-8-12, 96 lb down and 154 lb up at 6-8-12, 96 lb down and 154 lb up at 8-8-12, 96 lb down and 154 lb up at 10-8-12, 96 lb down and 154 lb up at 12-5-0, 96 lb down and 154 lb up at 14-1-4, 96 lb down and 154 lb up at 16-1-4, 96 lb down and 154 lb up at 18-1-4, 96 lb down and 154 lb up at 20-1-4, and 96 lb down and 154 lb up at 22-1-4, and 188 lb down and 336 lb up at 24-2-0 on top chord, and 87 lb down and 62 lb up at 0-8-12, 83 lb down and 66 lb up at 2-8-12, 83 lb down and 66 lb up at 4-8-12, 83 lb down and 66 lb up at 6-8-12, 83 lb down and 66 lb up at 8-8-12, 83 lb down and 66 lb up at 10-8-12, 83 lb down and 66 lb up at 12-5-0, 83 lb down and 66 lb up at 14-1-4, 83 lb down and 66 lb up at 16-1-4, 83 lb down and 66 lb up at 18-1-4, 83 lb down and 66 lb up at 20-1-4, and 83 lb down and 66 lb up at 22-1-4, and 347 lb down and 224 lb up at 24-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A1G Truss Type Hip Girder Qty 1 Ply 1 2436277 Job Reference (optional) T21646600 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:13 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-1H1AqlC73AC7VV5277ClIu2ulajkBq585gGkreyREPG LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-9=-60, 9-12=-60, 11-19=-20 Concentrated Loads (lb) Vert: 3=-89(F) 6=-89(F) 9=-141(F) 14=-347(F) 20=-89(F) 21=-89(F) 22=-89(F) 24=-89(F) 25=-89(F) 27=-89(F) 28=-89(F) 29=-89(F) 30=-89(F) 31=-89(F) 32=-87(F) 33=-83(F) 34=-83(F) 35=-83(F) 36=-83(F) 37=-83(F) 38=-83(F) 39=-83(F) 40=-83(F) 41=-83(F) 42=-83(F) 43=-83(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 2436277 Truss A2 Truss Type Hip Qty 1 Ply 1 2436277 Job Reference (optional) T21646601 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:14 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-VTbY25DlqTK_6fgFhqj_r5b3n_4JwQEIKK0IN4yREPF Scale = 1:65.4 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 24 25 26 5x6 4x6 5x6 5x6 5x8 5x8 2x4 3x4 4x6 3x4 5x8 2x4 5x8 5x6 9-0-0 9-0-0 18-9-0 9-9-0 28-6-0 9-9-0 37-6-0 9-0-0 -1-3-12 1-3-12 4-9-14 4-9-14 9-0-0 4-2-2 15-3-1 6-3-0 22-3-0 6-11-15 28-6-0 6-3-1 32-8-2 4-2-2 37-6-0 4-9-14 38-9-12 1-3-12 0-4-14-1-10-4-14-1-15.00 12 Plate Offsets (X,Y)-- [2:0-5-5,0-0-3], [4:0-3-0,0-2-4], [6:0-3-0,Edge], [8:0-3-0,0-2-4], [10:0-5-5,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.66 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.52 0.12 0.40 (loc) 14 14-16 10 14 l/defl >999 >844 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 209 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-9-7 oc bracing. WEBS 1 Row at midpt 5-16, 7-12 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=148(LC 11) Max Uplift 2=-1019(LC 12), 10=-1019(LC 12) Max Grav 2=1572(LC 1), 10=1572(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3208/2422, 3-4=-2928/2135, 4-5=-2688/2061, 5-7=-3624/2662, 7-8=-2688/2061, 8-9=-2928/2135, 9-10=-3208/2422 BOT CHORD 2-16=-2104/2890, 14-16=-2368/3534, 12-14=-2372/3534, 10-12=-2124/2890 WEBS 3-16=-281/431, 4-16=-483/809, 5-16=-1071/828, 5-14=0/260, 7-14=0/260, 7-12=-1071/828, 8-12=-483/809, 9-12=-282/431 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 2-5-4, Interior(1) 2-5-4 to 9-0-0, Exterior(2) 9-0-0 to 14-3-10, Interior(1) 14-3-10 to 28-6-0, Exterior(2) 28-6-0 to 33-9-10, Interior(1) 33-9-10 to 38-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1019 lb uplift at joint 2 and 1019 lb uplift at joint 10. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A3 Truss Type Hip Qty 1 Ply 1 2436277 Job Reference (optional) T21646602 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:20 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-KdyqI9IWPJ48qa7O15qO4Mr2aO9HK2vAiGTcbkyREP9 Scale = 1:65.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 5x8 5x8 5x6 5x8 3x4 2x4 4x6 5x8 2x4 4x6 3x4 2x4 5x8 5x6 5-9-14 5-9-14 11-0-0 5-2-2 18-9-0 7-9-0 26-6-0 7-9-0 31-8-2 5-2-2 37-6-0 5-9-14 -1-3-12 1-3-12 5-9-14 5-9-14 11-0-0 5-2-2 18-9-0 7-9-0 26-6-0 7-9-0 31-8-2 5-2-2 37-6-0 5-9-14 38-9-12 1-3-12 0-4-14-11-10-4-14-11-15.00 12 Plate Offsets (X,Y)-- [2:0-5-1,0-0-3], [4:0-5-12,0-2-8], [6:0-5-12,0-2-8], [8:0-5-1,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.92 0.56 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.42 0.10 0.32 (loc) 13 13 8 13 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 217 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-1-15 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=177(LC 11) Max Uplift 2=-1019(LC 12), 8=-1019(LC 12) Max Grav 2=1572(LC 1), 8=1572(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3203/2310, 3-4=-2748/2048, 4-5=-3056/2351, 5-6=-3056/2351, 6-7=-2748/2048, 7-8=-3203/2310 BOT CHORD 2-16=-1991/2880, 15-16=-1991/2880, 13-15=-1591/2491, 11-13=-1612/2491, 10-11=-2013/2880, 8-10=-2013/2880 WEBS 3-15=-474/445, 4-15=-175/422, 4-13=-521/783, 5-13=-531/551, 6-13=-521/783, 6-11=-174/422, 7-11=-476/445 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 2-5-4, Interior(1) 2-5-4 to 11-0-0, Exterior(2) 11-0-0 to 16-3-10, Interior(1) 16-3-10 to 26-6-0, Exterior(2) 26-6-0 to 31-8-2, Interior(1) 31-8-2 to 38-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1019 lb uplift at joint 2 and 1019 lb uplift at joint 8. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A4 Truss Type Hip Qty 1 Ply 1 2436277 Job Reference (optional) T21646603 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:21 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-opWCWUJ8AdC?SkibboLddaNF8oUE3XrKxwC97AyREP8 Scale = 1:65.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 5x8 5x8 5x6 5x8 3x4 2x4 4x6 5x8 2x4 4x6 3x4 2x4 5x8 5x6 6-9-14 6-9-14 13-0-0 6-2-2 18-9-0 5-9-0 24-6-0 5-9-0 30-8-2 6-2-2 37-6-0 6-9-14 -1-3-12 1-3-12 6-9-14 6-9-14 13-0-0 6-2-2 18-9-0 5-9-0 24-6-0 5-9-0 30-8-2 6-2-2 37-6-0 6-9-14 38-9-12 1-3-12 0-4-15-9-10-4-15-9-15.00 12 Plate Offsets (X,Y)-- [2:0-5-1,0-0-3], [4:0-5-12,0-2-8], [6:0-5-12,0-2-8], [8:0-5-1,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.81 0.58 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.37 0.10 0.28 (loc) 13 13 8 13 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 222 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-13 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-205(LC 10) Max Uplift 2=-1019(LC 12), 8=-1019(LC 12) Max Grav 2=1572(LC 1), 8=1572(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3187/2268, 3-4=-2556/1920, 4-5=-2542/2020, 5-6=-2542/2020, 6-7=-2556/1920, 7-8=-3187/2267 BOT CHORD 2-16=-1945/2860, 15-16=-1945/2860, 13-15=-1432/2296, 11-13=-1452/2296, 10-11=-1964/2860, 8-10=-1964/2860 WEBS 3-16=0/263, 3-15=-661/567, 4-15=-217/446, 4-13=-304/475, 5-13=-382/400, 6-13=-304/475, 6-11=-217/446, 7-11=-663/567, 7-10=0/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 2-5-4, Interior(1) 2-5-4 to 13-0-0, Exterior(2) 13-0-0 to 18-3-10, Interior(1) 18-3-10 to 24-6-0, Exterior(2) 24-6-0 to 29-9-10, Interior(1) 29-9-10 to 38-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1019 lb uplift at joint 2 and 1019 lb uplift at joint 8. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A5 Truss Type Hip Qty 1 Ply 1 2436277 Job Reference (optional) T21646604 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:21 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-opWCWUJ8AdC?SkibboLddaNDBoUd3S8KxwC97AyREP8 Scale = 1:66.4 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 3x6 5x8 5x8 3x6 5x6 5x8 3x4 2x4 4x6 5x8 3x4 2x4 5x8 5x6 7-9-14 7-9-14 15-0-0 7-2-2 22-6-0 7-6-0 29-8-2 7-2-2 37-6-0 7-9-14 -1-3-12 1-3-12 7-9-14 7-9-14 15-0-0 7-2-2 22-6-0 7-6-0 29-8-2 7-2-2 37-6-0 7-9-14 38-9-12 1-3-12 0-4-16-7-10-4-16-7-15.00 12 Plate Offsets (X,Y)-- [2:0-5-1,0-0-3], [5:0-5-4,0-2-4], [6:0-4-0,0-1-13], [9:0-5-1,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.62 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.34 0.10 0.25 (loc) 13-14 13-14 9 13-14 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 214 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-3-6 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=234(LC 11) Max Uplift 2=-1019(LC 12), 9=-1019(LC 12) Max Grav 2=1572(LC 1), 9=1572(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3148/2208, 3-5=-2379/1794, 5-6=-2123/1769, 6-8=-2379/1794, 8-9=-3148/2209 BOT CHORD 2-16=-1880/2817, 14-16=-1880/2817, 13-14=-1281/2123, 11-13=-1898/2817, 9-11=-1898/2817 WEBS 3-16=0/317, 3-14=-793/660, 5-14=-228/540, 6-13=-238/524, 8-13=-798/661, 8-11=0/316 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 2-5-4, Interior(1) 2-5-4 to 15-0-0, Exterior(2) 15-0-0 to 20-3-10, Interior(1) 20-3-10 to 22-6-0, Exterior(2) 22-6-0 to 27-9-10, Interior(1) 27-9-10 to 38-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1019 lb uplift at joint 2 and 1019 lb uplift at joint 9. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A6 Truss Type Hip Qty 1 Ply 1 2436277 Job Reference (optional) T21646605 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:22 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-G04ajqJmxxKr4uHn9WssAnwS6CpwozoTAayjfcyREP7 Scale = 1:66.4 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 4x6 5x6 5x8 4x6 5x6 5x8 4x6 2x4 3x4 5x8 4x6 3x4 4x6 2x4 5x8 5x6 9-3-11 9-3-11 17-0-0 7-8-5 20-6-0 3-6-0 28-2-5 7-8-5 37-6-0 9-3-11 -1-3-12 1-3-12 6-1-3 6-1-3 11-10-6 5-9-2 17-0-0 5-1-10 20-6-0 3-6-0 25-7-10 5-1-10 31-4-13 5-9-2 37-6-0 6-1-3 38-9-12 1-3-12 0-4-17-5-10-4-17-5-15.00 12 Plate Offsets (X,Y)-- [2:0-5-1,0-0-3], [4:0-3-0,Edge], [6:0-3-0,0-2-4], [7:0-5-12,0-2-8], [9:0-3-0,Edge], [11:0-5-1,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.62 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.35 0.10 0.26 (loc) 15 13-15 11 13-15 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 230 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-11 oc bracing. REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=263(LC 11) Max Uplift 2=-1019(LC 12), 11=-1019(LC 12) Max Grav 2=1572(LC 1), 11=1572(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3175/2163, 3-5=-2870/1997, 5-6=-2133/1637, 6-7=-1917/1594, 7-8=-2129/1636, 8-10=-2871/1998, 10-11=-3176/2164 BOT CHORD 2-18=-1850/2856, 16-18=-1483/2391, 15-16=-1073/1913, 13-15=-1504/2390, 11-13=-1873/2857 WEBS 3-18=-352/369, 5-18=-168/492, 5-16=-686/596, 6-16=-391/558, 7-15=-374/564, 8-15=-689/598, 8-13=-170/496, 10-13=-352/368 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 2-5-4, Interior(1) 2-5-4 to 17-0-0, Exterior(2) 17-0-0 to 25-7-10, Interior(1) 25-7-10 to 38-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1019 lb uplift at joint 2 and 1019 lb uplift at joint 11. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A7 Truss Type Common Qty 2 Ply 1 2436277 Job Reference (optional) T21646606 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:23 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-kCeyxAKOiESih2szjDN5i?TdNc9qXN9dOEhGB3yREP6 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 3x6 5x6 3x6 5x6 5x8 5x8 3x4 4x6 2x4 3x4 4x6 2x4 5x8 5x6 9-8-6 9-8-6 18-9-0 9-0-10 27-9-10 9-0-10 37-6-0 9-8-6 -1-3-12 1-3-12 6-8-3 6-8-3 12-4-1 5-7-14 18-9-0 6-4-15 25-1-15 6-4-15 30-9-13 5-7-14 37-6-0 6-8-3 38-9-12 1-3-12 0-4-18-1-130-4-15.00 12 Plate Offsets (X,Y)-- [2:0-5-1,0-0-3], [10:0-5-1,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.64 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.36 0.10 0.27 (loc) 14 14-16 10 14 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 215 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-7 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=288(LC 11) Max Uplift 2=-1019(LC 12), 10=-1019(LC 12) Max Grav 2=1572(LC 1), 10=1572(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3142/1988, 3-5=-2847/1845, 5-6=-1996/1441, 6-7=-1996/1441, 7-9=-2847/1845, 9-10=-3142/1988 BOT CHORD 2-16=-1664/2819, 14-16=-1303/2355, 12-14=-1340/2355, 10-12=-1700/2819 WEBS 6-14=-702/1115, 7-14=-781/626, 7-12=-195/527, 9-12=-346/364, 5-14=-780/626, 5-16=-195/527, 3-16=-346/364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 2-5-4, Interior(1) 2-5-4 to 18-9-0, Exterior(2) 18-9-0 to 22-6-0, Interior(1) 22-6-0 to 38-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1019 lb uplift at joint 2 and 1019 lb uplift at joint 10. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A8 Truss Type COMMON Qty 2 Ply 1 2436277 Job Reference (optional) T21646607 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:24 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-COCK8WL0TYaZJBRAGxvKFC?l80UNGqymduRpkVyREP5 Scale = 1:63.3 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 3x6 5x6 3x6 5x8 5x8 5x8 3x4 4x6 2x4 3x4 4x6 2x4 5x8 5x8 9-8-6 9-8-6 18-9-0 9-0-10 27-9-10 9-0-10 37-6-0 9-8-6 -1-3-12 1-3-12 6-8-3 6-8-3 12-4-1 5-7-14 18-9-0 6-4-15 25-1-15 6-4-15 30-9-13 5-7-14 37-6-0 6-8-3 0-4-18-1-130-4-15.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [10:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.89 0.68 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.38 0.10 0.28 (loc) 11-13 11-13 10 13 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 212 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. WEBS 1 Row at midpt 7-13, 5-13 REACTIONS. (size)2=0-8-0, 10=Mechanical Max Horz 2=286(LC 11) Max Uplift 2=-1028(LC 12), 10=-880(LC 12) Max Grav 2=1583(LC 1), 10=1480(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3171/2023, 3-5=-2876/1883, 5-6=-2025/1461, 6-7=-2024/1478, 7-9=-2939/1972, 9-10=-3269/2166 BOT CHORD 2-15=-1765/2846, 13-15=-1405/2382, 11-13=-1404/2410, 10-11=-1885/2957 WEBS 6-13=-728/1135, 7-13=-813/646, 7-11=-281/566, 9-11=-413/468, 5-13=-780/625, 5-15=-195/527, 3-15=-345/364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 2-5-4, Interior(1) 2-5-4 to 18-9-0, Exterior(2) 18-9-0 to 22-6-0, Interior(1) 22-6-0 to 37-4-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1028 lb uplift at joint 2 and 880 lb uplift at joint 10. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A9 Truss Type Roof Special Qty 6 Ply 1 2436277 Job Reference (optional) T21646608 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:25 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-gbmiLsMeEsiQxL0MqeQZnQYwFPqz?I5wsYANGxyREP4 Scale = 1:86.3 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 3x6 5x6 5x6 3x6 4x6 4x6 4x6 3x6 2x4 6x8 5x8 6x8 4x6 3x6 5x8 3x6 4x6 2x4 4x10 MT20HS 4x6 5-11-12 5-11-12 10-4-0 4-4-4 16-7-0 6-3-0 22-2-6 5-7-6 28-9-0 6-6-10 37-9-10 9-0-10 47-6-0 9-8-6 -1-3-12 1-3-12 5-11-12 5-11-12 10-4-0 4-4-4 16-7-0 6-3-0 22-2-6 5-7-6 28-9-0 6-6-10 35-1-15 6-4-15 40-9-13 5-7-14 47-6-0 6-8-3 0-3-133-1-08-1-130-4-12.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-7-12,Edge], [12:0-1-7,Edge], [17:0-3-8,0-3-0], [19:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.86 0.66 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.36 0.06 0.27 (loc) 13-15 13-15 12 13-15 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 MT20HS Weight: 273 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 5-17: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-15, 9-15 REACTIONS. (size)2=0-8-0, 19=0-8-0, 12=Mechanical Max Horz 2=-247(LC 10) Max Uplift 2=-277(LC 8), 19=-1312(LC 12), 12=-842(LC 12) Max Grav 2=279(LC 21), 19=2213(LC 1), 12=1413(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-345/473, 3-5=-819/1331, 5-6=-2043/1361, 6-7=-2302/1598, 7-8=-1847/1386, 8-9=-1844/1404, 9-11=-2774/1922, 11-12=-3110/2132 BOT CHORD 2-20=-441/379, 19-20=-441/379, 17-19=-1287/893, 16-17=-1226/2028, 15-16=-1243/2076, 13-15=-1348/2251, 12-13=-1853/2812 WEBS 3-19=-871/528, 5-19=-1804/1244, 5-17=-2147/3387, 6-17=-863/661, 7-15=-613/512, 8-15=-658/996, 9-15=-848/674, 9-13=-307/581, 11-13=-438/501 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=48ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 3-5-4, Interior(1) 3-5-4 to 28-9-0, Exterior(2) 28-9-0 to 33-6-0, Interior(1) 33-6-0 to 47-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 277 lb uplift at joint 2, 1312 lb uplift at joint 19 and 842 lb uplift at joint 12. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A10 Truss Type Roof Special Qty 3 Ply 1 2436277 Job Reference (optional) T21646609 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:15:57 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-VC47TH04qFBOa2t_Bmw?fWO9z7IgRahoQBOuHZyREPW Scale = 1:82.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 1716 15 28 29 30 31 32 33 3x6 5x6 5x6 3x6 3x4 4x12 3x4 3x4 3x6 2x4 6x8 3x6 6x8 7x10 6x8 4x12 6x8 5-11-12 5-11-12 10-4-0 4-4-4 12-8-0 2-4-0 12-11-0 0-3-0 16-7-0 3-8-0 24-5-4 7-10-3 33-0-11 8-7-7 40-4-0 7-3-5 40-10-0 0-6-0 45-0-0 4-2-0 47-6-0 2-6-0 -1-3-12 1-3-12 5-11-12 5-11-12 10-4-0 4-4-4 12-11-0 2-7-0 16-7-0 3-8-0 20-10-14 4-3-14 28-9-0 7-10-2 36-7-1 7-10-0 40-4-0 3-8-15 45-0-0 4-8-0 47-6-0 2-6-0 0-3-133-1-08-1-130-4-11-0-02.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-7-12,Edge], [15:0-3-8,0-4-4], [18:0-2-12,0-2-4], [22:0-4-0,0-2-4], [23:0-5-8,0-3-0], [26:0-4-0,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.52 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.35 0.11 0.25 (loc) 19-21 19-21 15 21-22 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 283 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 7-9,9-11: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 6-25,12-16: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 23-25 10-0-0 oc bracing: 16-18 REACTIONS. (size)2=0-8-0, 26=0-8-0, 15=0-8-0 Max Horz 2=-247(LC 10) Max Uplift 2=-254(LC 8), 26=-1322(LC 12), 15=-885(LC 12) Max Grav 2=184(LC 21), 26=2254(LC 1), 15=1500(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-635/1067, 3-5=-1256/2071, 5-6=-248/446, 6-7=-2315/1478, 7-8=-2523/1681, 8-9=-2134/1505, 9-10=-2155/1511, 10-12=-2769/1817, 12-13=-2773/1737 BOT CHORD 2-27=-945/672, 26-27=-945/672, 6-23=-1302/864, 22-23=-385/272, 21-22=-1362/2299, 19-21=-746/1520, 18-19=-1397/2295 WEBS 3-26=-1103/683, 5-26=-972/641, 6-22=-1578/2590, 7-22=-726/532, 8-21=-524/543, 9-21=-417/761, 9-19=-430/803, 10-19=-596/582, 10-18=-141/373, 13-15=-1302/986, 23-26=-1994/1318, 5-23=-1004/1666, 13-18=-1471/2449 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=48ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 3-5-4, Interior(1) 3-5-4 to 28-9-0, Exterior(2) 28-9-0 to 33-6-0, Interior(1) 33-6-0 to 47-6-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 4x6 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 254 lb uplift at joint 2, 1322 lb uplift at joint 26 and 885 lb uplift at joint 15. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A11 Truss Type Hip Qty 1 Ply 1 2436277 Job Reference (optional) T21646610 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:15:58 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-zOdVhd1ibZJFBCSAlTREBjwLXXe4A1txfr7Rp?yREPV Scale = 1:84.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 31 32 33 34 35 3x6 5x6 5x6 5x6 3x6 3x4 4x12 3x4 3x6 2x4 6x8 3x6 6x8 3x6 3x6 6x8 7x10 4x12 6x8 5-11-12 5-11-12 10-4-0 4-4-4 12-8-0 2-4-0 12-11-0 0-3-0 16-7-0 3-8-0 22-4-12 5-9-12 28-2-8 5-9-12 29-3-8 1-1-0 34-9-12 5-6-4 40-4-0 5-6-4 40-10-0 0-6-0 45-0-0 4-2-0 47-6-0 2-6-0 -1-3-12 1-3-12 5-11-12 5-11-12 10-4-0 4-4-4 12-11-0 2-7-0 16-7-0 3-8-0 22-4-12 5-9-12 28-2-8 5-9-12 29-3-8 1-1-0 34-9-12 5-6-4 40-4-0 5-6-4 45-0-0 4-8-0 47-6-0 2-6-0 0-3-133-1-07-11-10-4-11-0-07-11-12.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-7-12,Edge], [9:0-3-0,0-2-4], [10:0-3-0,0-2-4], [16:0-3-8,0-4-4], [19:0-5-8,0-3-8], [25:0-3-8,0-2-8], [26:0-5-8,0-3-0], [29:0-4-0,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.57 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.32 0.12 0.24 (loc) 24 22-24 16 22 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 298 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 6-28,13-17: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. Except: 6-0-0 oc bracing: 26-28 10-0-0 oc bracing: 17-19 REACTIONS. (size)2=0-8-0, 29=0-8-0, 16=0-8-0 Max Horz 2=-239(LC 10) Max Uplift 2=-258(LC 8), 29=-1315(LC 12), 16=-887(LC 12) Max Grav 2=187(LC 21), 29=2244(LC 1), 16=1502(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-679/971, 3-5=-1300/2026, 5-6=-221/390, 6-7=-2367/1625, 7-8=-2367/1707, 8-9=-1768/1385, 9-10=-1571/1343, 10-11=-1765/1384, 11-13=-2377/1707, 13-14=-2794/1876 BOT CHORD 2-30=-907/678, 29-30=-907/678, 6-26=-1277/894, 25-26=-322/259, 24-25=-1522/2371, 22-24=-1362/2134, 21-22=-825/1571, 20-21=-1328/2132, 19-20=-1685/2644 WEBS 3-29=-1097/682, 5-29=-985/682, 6-25=-1718/2601, 7-25=-685/559, 7-24=-282/215, 8-24=-42/331, 8-22=-745/659, 9-22=-378/468, 10-21=-408/487, 11-21=-771/660, 11-20=-72/372, 13-20=-561/397, 14-16=-1286/996, 26-29=-1945/1323, 5-26=-1076/1676, 14-19=-1603/2492 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=48ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 3-5-4, Interior(1) 3-5-4 to 28-2-8, Exterior(2) 28-2-8 to 36-0-2, Interior(1) 36-0-2 to 47-6-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 4x6 MT20 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 258 lb uplift at joint 2, 1315 lb uplift at joint 29 and 887 lb uplift at joint 16. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A12 Truss Type Hip Qty 1 Ply 1 2436277 Job Reference (optional) T21646611 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:00 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-vnlG6J2z7AZzRVbYsuTiH80iCKKyexhE69cYtuyREPT Scale = 1:85.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 31 32 33 3x6 5x6 5x6 3x6 4x6 4x6 3x4 4x12 4x6 3x4 3x4 4x6 3x6 2x4 6x8 3x6 6x8 4x6 4x6 5x8 5x8 4x6 7x10 7x10 5x6 6x8 5-11-12 5-11-12 10-4-0 4-4-4 12-8-0 2-4-0 12-11-0 0-3-0 16-7-0 3-8-0 26-2-8 9-7-8 31-3-8 5-1-0 40-4-0 9-0-8 40-10-0 0-6-0 44-8-0 3-10-0 44-9-9 0-1-9 47-6-0 2-8-7 -1-3-12 1-3-12 5-11-12 5-11-12 10-4-0 4-4-4 12-11-0 2-7-0 16-7-0 3-8-0 21-6-0 4-11-0 26-2-8 4-8-8 31-3-8 5-1-0 35-11-15 4-8-7 40-4-0 4-4-1 44-9-9 4-5-9 47-6-0 2-8-7 0-3-133-1-07-1-10-4-11-0-07-1-12.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-7-12,Edge], [9:0-5-12,0-2-8], [10:0-3-0,0-2-4], [15:0-6-5,0-1-3], [16:0-3-8,0-4-12], [19:0-4-4,0-3-8], [23:0-4-0,0-2-4], [24:0-5-8,0-3-0], [27:0-2-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.54 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.36 0.09 0.24 (loc) 22-23 22-23 16 22-23 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 291 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 6-26,12-17: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 14-19: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-7 oc bracing. Except: 6-0-0 oc bracing: 24-26, 17-19 REACTIONS.All bearings 2-10-0 except (jt=length) 2=0-8-0, 27=0-8-0. (lb) - Max Horz 2=-208(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-255(LC 8), 15=-685(LC 1), 27=-1277(LC 12), 16=-1324(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2 except 15=401(LC 12), 27=2178(LC 1), 16=2251(LC 1), 16=2251(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-731/951, 3-5=-1358/2011, 5-6=-287/492, 6-7=-2203/1568, 7-8=-2433/1813, 8-9=-1788/1452, 9-10=-1552/1371, 10-11=-1733/1401, 11-12=-1713/1292, 12-14=-1644/1155, 14-15=-1168/1677 BOT CHORD 2-28=-890/724, 27-28=-890/724, 6-24=-1268/904, 23-24=-410/332, 22-23=-1394/1958, 20-22=-956/1604, 19-20=-1214/1753, 12-19=-260/268, 15-16=-1513/1101 WEBS 3-27=-1100/688, 5-27=-924/675, 6-23=-1719/2549, 7-23=-777/633, 8-23=-137/407, 8-22=-486/554, 9-22=-312/460, 10-20=-224/396, 11-20=-323/415, 11-19=-298/316, 16-19=-1463/1115, 14-16=-1552/1183, 24-27=-1938/1374, 5-24=-1068/1556, 14-19=-2038/2978 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=48ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 3-5-4, Interior(1) 3-5-4 to 26-2-8, Exterior(2) 26-2-8 to 38-0-2, Interior(1) 38-0-2 to 47-6-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 255 lb uplift at joint 2, 685 lb uplift at joint 15, 1277 lb uplift at joint 27 and 1324 lb uplift at joint 16. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A13 Truss Type Roof Special Qty 1 Ply 1 2436277 Job Reference (optional) T21646612 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:01 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-NzJeJf3buUhq2fAlQb_xpMYpPkf9NPiNLpM6QKyREPS Scale = 1:89.6 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 3x6 5x6 5x6 5x12 5x6 4x10 MT20HS 4x6 4x6 4x6 3x6 2x4 6x8 5x8 4x12 4x6 5x8 5x8 3x6 2x4 4x6 4x6 5-11-12 5-11-12 10-4-0 4-4-4 16-7-0 6-3-0 25-9-8 9-2-8 33-3-8 7-6-0 40-0-14 6-9-6 47-6-0 7-5-2 -1-3-12 1-3-12 5-11-12 5-11-12 10-4-0 4-4-4 16-7-0 6-3-0 20-11-5 4-4-5 25-0-0 4-0-11 25-9-8 0-9-8 33-3-8 7-6-0 40-0-14 6-9-6 47-6-0 7-5-2 0-3-133-1-06-3-16-7-10-4-16-3-12.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-7-12,Edge], [10:0-3-0,0-2-4], [12:0-1-7,Edge], [18:0-5-4,0-2-0], [20:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.86 0.61 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.37 0.06 0.27 (loc) 16-18 16-18 12 16-18 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 MT20HS Weight: 280 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 9-10,10-12: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 5-18: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-1 oc bracing. WEBS 1 Row at midpt 5-18, 9-15 REACTIONS. (size)12=Mechanical, 2=0-8-0, 20=0-8-0 Max Horz 2=-189(LC 10) Max Uplift 12=-840(LC 12), 2=-269(LC 8), 20=-1324(LC 12) Max Grav 12=1409(LC 1), 2=280(LC 21), 20=2230(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-452/552, 3-5=-926/1419, 5-6=-2022/1427, 6-7=-2215/1649, 7-8=-2064/1622, 8-9=-2213/1847, 9-10=-2068/1680, 10-11=-2314/1741, 11-12=-3106/2179 BOT CHORD 2-21=-529/472, 20-21=-529/472, 18-20=-1374/987, 16-18=-1375/2039, 15-16=-1282/2047, 13-15=-1883/2801, 12-13=-1883/2801 WEBS 3-20=-889/527, 5-20=-1836/1325, 5-18=-2334/3455, 6-18=-789/645, 7-16=-309/330, 8-16=-1203/1508, 9-16=-1135/1008, 10-15=-243/502, 11-15=-862/680, 11-13=0/310 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=48ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 3-5-4, Interior(1) 3-5-4 to 25-0-0, Exterior(2) 25-0-0 to 25-9-8, Interior(1) 25-9-8 to 33-3-8, Exterior(2) 33-3-8 to 38-0-8, Interior(1) 38-0-8 to 47-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 840 lb uplift at joint 12, 269 lb uplift at joint 2 and 1324 lb uplift at joint 20. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A14 Truss Type Roof Special Qty 1 Ply 1 2436277 Job Reference (optional) T21646613 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:02 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-r9t0W?4Dfnphgplx_JVAMZ5yC8?g6uIXZT5fymyREPR Scale = 1:89.6 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 3x6 5x6 5x6 5x12 5x6 4x10 MT20HS 4x6 4x6 4x6 3x6 2x4 6x8 5x8 4x12 4x6 4x6 5x8 3x6 2x4 3x6 4x6 4x6 5-11-12 5-11-12 10-4-0 4-4-4 16-7-0 6-3-0 22-2-8 5-7-8 27-9-8 5-7-0 35-3-8 7-6-0 41-0-14 5-9-6 47-6-0 6-5-2 -1-3-12 1-3-12 5-11-12 5-11-12 10-4-0 4-4-4 16-7-0 6-3-0 19-2-7 2-7-6 25-0-0 5-9-9 27-9-8 2-9-8 35-3-8 7-6-0 41-0-14 5-9-6 47-6-0 6-5-2 0-3-133-1-05-5-16-7-10-4-15-5-12.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-7-12,Edge], [10:0-3-0,0-2-4], [12:0-1-7,Edge], [19:0-5-4,0-2-0], [21:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.98 0.59 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.39 0.06 0.30 (loc) 14-16 14-16 12 14-16 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 MT20HS Weight: 280 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 9-10: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 5-19: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-2-4 oc bracing. WEBS 1 Row at midpt 5-19, 8-16, 9-14 REACTIONS. (size)12=Mechanical, 2=0-8-0, 21=0-8-0 Max Horz 2=-189(LC 10) Max Uplift 12=-839(LC 12), 2=-267(LC 8), 21=-1328(LC 12) Max Grav 12=1408(LC 1), 2=278(LC 21), 21=2237(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-471/585, 3-5=-943/1437, 5-6=-1965/1393, 6-7=-2115/1558, 7-8=-2227/1723, 8-9=-2732/2191, 9-10=-2270/1807, 10-11=-2513/1874, 11-12=-3153/2240 BOT CHORD 2-22=-568/518, 21-22=-568/518, 19-21=-1391/1029, 18-19=-1409/2087, 16-18=-1143/1853, 14-16=-1587/2453, 13-14=-1963/2853, 12-13=-1963/2853 WEBS 3-21=-870/524, 5-21=-1823/1323, 5-19=-2316/3414, 6-19=-685/544, 8-18=-242/371, 8-16=-1157/1483, 9-16=-1228/1103, 9-14=-291/184, 10-14=-312/573, 11-14=-706/578, 7-18=-236/268, 7-19=-249/252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=48ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 3-5-4, Interior(1) 3-5-4 to 25-0-0, Exterior(2) 25-0-0 to 27-9-8, Interior(1) 27-9-8 to 35-3-8, Exterior(2) 35-3-8 to 40-0-8, Interior(1) 40-0-8 to 47-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 839 lb uplift at joint 12, 267 lb uplift at joint 2 and 1328 lb uplift at joint 21. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A15 Truss Type Roof Special Qty 1 Ply 1 2436277 Job Reference (optional) T21646614 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:04 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-oY?mxg5TBP3Pv7vK5kYeR_AMayfxapJq1nam0fyREPP Scale = 1:91.3 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 31 32 3x6 5x12 5x6 5x12 5x6 4x10 MT20HS 4x6 4x6 3x4 3x4 7x10 3x4 4x6 4x6 3x6 2x4 7x10 3x6 7x10 2x4 10x12 5x8 3x6 2x4 5-11-12 5-11-12 10-4-0 4-4-4 12-4-0 2-0-0 12-8-0 0-4-0 16-7-0 3-11-0 22-7-0 6-0-0 22-8-0 0-1-0 29-9-8 7-1-8 37-3-8 7-6-0 42-0-14 4-9-6 47-6-0 5-5-2 -1-3-12 1-3-12 5-11-12 5-11-12 10-4-0 4-4-4 12-8-0 2-4-0 16-7-0 3-11-0 22-7-0 6-0-0 25-0-0 2-5-0 29-9-8 4-9-8 37-3-8 7-6-0 42-0-14 4-9-6 47-6-0 5-5-2 0-3-133-1-04-7-16-7-10-4-11-0-04-7-12.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-7-12,Edge], [7:0-9-4,0-2-8], [11:0-3-0,0-2-4], [13:0-1-7,Edge], [17:0-6-0,0-4-12], [18:0-3-0,0-0-0], [20:0-2-12,0-4-8], [22:0-4-8,0-3-8], [25:0-5-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.67 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.47 0.11 0.36 (loc) 17 17 13 17 l/defl >999 >953 n/a >999 L/d 360 180 n/a 240 PLATES MT20 MT20HS Weight: 292 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 10-11: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 6-24,8-18: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-6 oc bracing. Except: 6-0-0 oc bracing: 22-24 10-0-0 oc bracing: 18-20 WEBS 1 Row at midpt 10-15, 17-20, 9-17, 7-22 REACTIONS. (size)13=Mechanical, 2=0-8-0, 25=0-8-0 Max Horz 2=-189(LC 10) Max Uplift 13=-828(LC 12), 2=-253(LC 8), 25=-1371(LC 12) Max Grav 13=1391(LC 1), 2=222(LC 21), 25=2339(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-678/918, 3-5=-1306/2002, 5-6=-383/581, 6-7=-172/328, 7-8=-2629/1910, 8-9=-2562/2053, 9-10=-3217/2551, 10-11=-2438/1945, 11-12=-2672/2009, 12-13=-3155/2292 BOT CHORD 2-26=-878/725, 25-26=-878/725, 21-22=-1771/2756, 20-21=-1783/2757, 8-20=-338/441, 17-18=-160/262, 15-17=-1934/2901, 14-15=-2049/2863, 13-14=-2049/2863 WEBS 3-25=-1103/689, 5-25=-923/633, 22-25=-1961/1406, 5-22=-930/1474, 7-20=-453/291, 10-17=-1328/1229, 10-15=-534/376, 11-15=-373/635, 12-15=-537/470, 17-20=-1047/1739, 9-20=-723/912, 9-17=-1274/1514, 7-22=-3284/2236 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=48ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 3-5-4, Interior(1) 3-5-4 to 25-0-0, Exterior(2) 25-0-0 to 29-9-8, Interior(1) 29-9-8 to 37-3-8, Exterior(2) 37-3-8 to 42-0-14, Interior(1) 42-0-14 to 47-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 828 lb uplift at joint 13, 253 lb uplift at joint 2 and 1371 lb uplift at joint 25. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A16 Truss Type Roof Special Qty 1 Ply 1 2436277 Job Reference (optional) T21646615 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:05 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-GkY99065xiBGXHUWfR3t_CjUBL_3JCnzGRKJZ5yREPO Scale = 1:91.3 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 31 32 3x6 5x6 5x6 5x12 5x6 4x10 MT20HS 4x6 4x6 3x4 5x8 7x10 3x4 4x6 5x6 3x6 2x4 6x8 3x6 6x8 10x12 5x8 2x4 6x8 5-11-12 5-11-12 10-4-0 4-4-4 12-4-0 2-0-0 12-8-0 0-4-0 16-7-0 3-11-0 22-7-0 6-0-0 22-8-0 0-1-0 30-10-8 8-2-8 38-4-8 7-6-0 47-6-0 9-1-8 -1-3-12 1-3-12 5-11-12 5-11-12 10-4-0 4-4-4 12-8-0 2-4-0 16-7-0 3-11-0 22-7-0 6-0-0 25-0-0 2-5-0 30-10-8 5-10-8 38-4-8 7-6-0 42-7-6 4-2-14 47-6-0 4-10-10 0-3-133-1-04-1-116-7-10-4-11-0-04-1-112.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-7-12,Edge], [11:0-3-0,0-2-4], [13:0-1-7,Edge], [16:0-6-0,0-4-12], [17:0-3-0,0-0-0], [19:0-2-0,0-4-4], [20:0-3-8,0-3-0], [21:0-5-8,0-3-0], [24:0-1-12,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.74 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.53 0.09 0.41 (loc) 16 16-17 13 16 l/defl >999 >847 n/a >999 L/d 360 180 n/a 240 PLATES MT20 MT20HS Weight: 290 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 10-11: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 6-23,8-17: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 6-20: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-0-0 oc bracing. Except: 6-0-0 oc bracing: 21-23 10-0-0 oc bracing: 17-19 WEBS 1 Row at midpt 16-19, 9-16 REACTIONS. (size)13=Mechanical, 2=0-8-0, 24=0-8-0 Max Horz 2=-189(LC 10) Max Uplift 13=-823(LC 12), 2=-242(LC 8), 24=-1398(LC 12) Max Grav 13=1380(LC 1), 2=194(LC 21), 24=2387(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-813/1126, 3-5=-1454/2231, 5-6=-620/942, 6-7=-2581/1776, 7-8=-2563/1854, 8-9=-2485/1990, 9-10=-3544/2754, 10-11=-2537/1969, 11-12=-2767/2035, 12-13=-3135/2376 BOT CHORD 2-25=-1083/848, 24-25=-1083/848, 23-24=-256/176, 6-21=-1493/1047, 20-21=-734/645, 19-20=-1659/2585, 8-19=-324/417, 16-17=-163/304, 14-16=-2143/3196, 13-14=-2136/2853 WEBS 3-24=-1124/703, 5-24=-860/590, 6-20=-2237/3318, 7-20=-744/631, 7-19=-371/226, 10-16=-1407/1260, 10-14=-739/532, 11-14=-389/678, 12-14=-410/503, 21-24=-2185/1537, 5-21=-838/1336, 16-19=-1021/1663, 9-19=-645/838, 9-16=-1469/1815 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=48ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 3-5-4, Interior(1) 3-5-4 to 25-0-0, Exterior(2) 25-0-0 to 29-9-0, Interior(1) 29-9-0 to 38-4-8, Exterior(2) 38-4-8 to 43-1-8, Interior(1) 43-1-8 to 47-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 823 lb uplift at joint 13, 242 lb uplift at joint 2 and 1398 lb uplift at joint 24. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A17 Truss Type Roof Special Qty 1 Ply 1 2436277 Job Reference (optional) T21646616 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:07 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-C7gvai8MTKR_maevns5L3dosN9g2n84GjlpQd_yREPM Scale = 1:91.3 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 33 34 3x6 6x8 5x6 5x8 5x6 6x8 4x10 MT20HS 4x6 4x6 3x4 5x8 7x10 3x4 4x6 3x6 2x4 6x8 3x6 6x8 7x10 4x6 2x4 6x8 5-11-12 5-11-12 10-4-0 4-4-4 12-4-0 2-0-0 12-8-0 0-4-0 16-7-0 3-11-0 22-7-0 6-0-0 23-1-8 0-6-8 26-10-8 3-9-0 32-10-8 6-0-0 40-4-8 7-6-0 47-6-0 7-1-8 -1-3-12 1-3-12 5-11-12 5-11-12 10-4-0 4-4-4 12-8-0 2-4-0 16-7-0 3-11-0 22-7-0 6-0-0 23-1-8 0-6-8 26-10-8 3-9-0 32-10-8 6-0-0 40-4-8 7-6-0 47-6-0 7-1-8 0-3-133-1-03-3-115-9-110-4-11-0-05-9-112.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-7-12,Edge], [7:0-4-0,0-2-12], [8:0-3-0,0-2-4], [9:0-5-12,0-2-8], [11:0-5-4,0-2-4], [12:0-1-7,Edge], [19:0-3-8,0-5-0], [20:0-3-8,0-3-0], [21:0-5-8,0-3-0], [24:0-1-12,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.70 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.55 0.10 0.42 (loc) 15-16 15-16 12 15-16 l/defl >999 >810 n/a >999 L/d 360 180 n/a 240 PLATES MT20 MT20HS Weight: 285 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 7-8: 2x6 SP No.2, 10-11: 2x4 SP M 31, 11-12: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 6-23,8-17: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 6-20: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-13 oc bracing. Except: 6-0-0 oc bracing: 21-23 10-0-0 oc bracing: 17-19 WEBS 1 Row at midpt 11-15, 10-16 REACTIONS. (size)12=Mechanical, 2=0-8-0, 24=0-8-0 Max Horz 2=-160(LC 10) Max Uplift 12=-821(LC 12), 2=-237(LC 8), 24=-1400(LC 12) Max Grav 12=1381(LC 1), 2=176(LC 21), 24=2405(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-889/1175, 3-5=-1536/2286, 5-6=-663/1006, 6-7=-2593/1885, 7-8=-2538/1902, 8-9=-2289/1856, 9-10=-2367/1839, 10-11=-3977/3053, 11-12=-3050/2236 BOT CHORD 2-25=-1131/904, 24-25=-1131/904, 23-24=-265/185, 6-21=-1514/1094, 20-21=-772/677, 19-20=-1775/2604, 8-19=-401/616, 15-16=-2844/3997, 13-15=-1950/2756, 12-13=-1950/2746 WEBS 3-24=-1130/710, 5-24=-850/608, 6-20=-2381/3386, 7-20=-766/678, 7-19=-408/298, 9-16=-319/452, 10-15=-395/427, 11-15=-939/1314, 11-13=-1/341, 21-24=-2238/1600, 5-21=-880/1328, 16-19=-1316/2102, 9-19=-171/355, 10-16=-2080/1644 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=48ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 3-5-4, Interior(1) 3-5-4 to 23-1-8, Exterior(2) 23-1-8 to 31-7-8, Interior(1) 31-7-8 to 40-4-8, Exterior(2) 40-4-8 to 45-1-8, Interior(1) 45-1-8 to 47-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 821 lb uplift at joint 12, 237 lb uplift at joint 2 and 1400 lb uplift at joint 24. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A18 Truss Type Roof Special Qty 1 Ply 1 2436277 Job Reference (optional) T21646617 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:08 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-gJEHn28_EdZrOkD5KacabqL?nZy3WY8PyPYz9QyREPL Scale = 1:91.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 30 31 32 33 34 35 36 37 38 39 3x6 5x6 5x8 5x8 6x8 5x6 4x10 MT20HS 4x6 4x6 3x4 6x8 7x10 3x4 4x6 4x10 MT20HS 4x6 2x4 8x10 3x6 6x8 4x6 8x10 4x6 4x6 6x8 2x4 5x8 5-11-12 5-11-12 10-4-0 4-4-4 12-4-0 2-0-0 12-8-0 0-4-0 16-7-0 3-11-0 21-1-8 4-6-8 22-7-0 1-5-8 22-8-0 0-1-0 28-10-8 6-2-8 34-10-8 6-0-0 38-7-8 3-9-0 42-4-8 3-9-0 47-6-0 5-1-8 -1-3-12 1-3-12 5-11-12 5-11-12 10-4-0 4-4-4 12-8-0 2-4-0 16-7-0 3-11-0 21-1-8 4-6-8 22-7-0 1-5-8 28-10-8 6-3-8 34-10-8 6-0-0 38-7-8 3-9-0 42-4-8 3-9-0 47-6-0 5-1-8 0-3-133-1-02-5-114-11-110-4-11-0-04-11-112.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-7-12,Edge], [8:0-5-12,0-2-8], [10:0-5-12,0-2-8], [13:0-3-0,0-2-4], [14:0-1-7,Edge], [20:0-3-0,0-0-0], [22:0-2-8,0-5-0], [24:0-3-8,0-3-0], [25:0-5-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.97 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.77 0.11 0.59 (loc) 18-19 18-19 14 18-19 l/defl >999 >582 n/a >752 L/d 360 180 n/a 240 PLATES MT20 MT20HS Weight: 287 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 6-27,9-20: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 6-24: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 2-2-0 oc bracing: 20-22 6-0-0 oc bracing: 25-27 WEBS 1 Row at midpt 11-19 REACTIONS. (size)14=Mechanical, 2=0-8-0, 28=0-8-0 Max Horz 2=-129(LC 10) Max Uplift 14=-816(LC 12), 2=-213(LC 8), 28=-1432(LC 12) Max Grav 14=1368(LC 1), 2=143(LC 21), 28=2444(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1064/1369, 3-5=-1730/2499, 5-6=-916/1329, 6-7=-2296/1739, 7-8=-2596/1978, 8-9=-2582/2073, 9-10=-2588/2087, 10-11=-2820/2161, 11-12=-5098/3891, 12-13=-2882/2278, 13-14=-3109/2337 BOT CHORD 2-29=-1341/1076, 28-29=-1341/1076, 27-28=-310/219, 6-25=-1551/1159, 24-25=-1089/941, 23-24=-1626/2311, 22-23=-1578/2364, 9-22=-290/304, 19-20=-267/423, 18-19=-3745/5131, 16-18=-3101/4274, 15-16=-3101/4274, 14-15=-2060/2820 WEBS 3-28=-1152/729, 5-28=-789/573, 6-24=-2489/3412, 7-24=-855/731, 8-23=-207/361, 8-22=-462/600, 10-19=-423/677, 11-19=-2733/2146, 11-18=-472/475, 13-15=-554/895, 25-28=-2426/1782, 5-25=-818/1214, 19-22=-1480/2173, 10-22=-137/253, 12-18=-727/953, 12-15=-1610/1165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=48ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 3-5-4, Interior(1) 3-5-4 to 21-1-8, Exterior(2) 21-1-8 to 25-10-8, Interior(1) 25-10-8 to 28-10-8, Exterior(2) 28-10-8 to 33-7-8, Interior(1) 33-7-8 to 42-4-8, Exterior(2) 42-4-8 to 47-1-8, Interior(1) 47-1-8 to 47-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 14, 213 lb uplift at joint 2 and 1432 lb uplift at joint 28. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A19G Truss Type Roof Special Girder Qty 1 Ply 1 2436277 Job Reference (optional) T21646618 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:10 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-ciM2CkAEmFpYd2MTS_e2hFQKJMgh_TriPj14EJyREPJ Scale = 1:91.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 32 33 34 35 36 37 38 39 40 4x6 5x6 5x8 5x8 8x14 MT20HS 6x12 MT20HS 4x10 MT20HS 4x6 4x6 4x6 6x8 7x10 3x4 4x6 6x12 MT20HS 3x6 2x4 8x10 3x6 6x8 4x6 3x6 5x12 8x14 MT20HS 2x4 7x10 2x4 2x4 6x8 5-11-12 5-11-12 10-4-0 4-4-4 12-4-0 2-0-0 12-8-0 0-4-0 16-7-0 3-11-0 19-1-8 2-6-8 22-7-0 3-5-8 22-8-0 0-1-0 26-8-12 4-0-12 30-10-8 4-1-12 33-10-8 3-0-0 36-10-8 3-0-0 40-7-8 3-9-0 44-4-8 3-9-0 47-6-0 3-1-8 -1-3-12 1-3-12 5-11-12 5-11-12 10-4-0 4-4-4 12-8-0 2-4-0 16-7-0 3-11-0 19-1-8 2-6-8 22-7-0 3-5-8 26-8-12 4-1-12 30-10-8 4-1-12 33-10-8 3-0-0 36-10-8 3-0-0 40-7-8 3-9-0 44-4-8 3-9-0 47-6-0 3-1-8 0-3-133-1-01-7-114-1-110-4-11-0-04-1-112.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-7-12,Edge], [4:0-3-0,Edge], [6:0-3-8,0-2-12], [8:0-5-12,0-2-8], [11:0-5-12,0-2-8], [14:0-9-0,0-2-4], [15:0-1-7,Edge], [20:0-3-8,0-4-8], [22:0-3-0,0-0-0], [24:0-2-4,0-4-4], [26:0-3-8,0-2-12], [27:0-5-8,0-3-0], [29:0-3-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.77 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.67 -1.33 0.09 1.06 (loc) 18-20 18-20 15 18-20 l/defl >668 >334 n/a >421 L/d 360 180 n/a 240 PLATES MT20 MT20HS Weight: 283 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 11-12: 2x4 SP M 31, 12-14,1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-28,24-27: 2x6 SP No.2, 19-23,15-19: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 6-26,12-20,12-18,12-17,14-17,21-24: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-1-13 oc bracing. Except: 6-0-0 oc bracing: 27-29 10-0-0 oc bracing: 22-24 WEBS 2 Rows at 1/3 pts 12-20 REACTIONS. (size)15=Mechanical, 2=0-8-0, 30=0-8-0 Max Horz 2=-98(LC 6) Max Uplift 15=-1044(LC 8), 2=-257(LC 18), 30=-1599(LC 8) Max Grav 15=1694(LC 1), 2=89(LC 5), 30=2698(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1270/2164, 3-5=-1919/3293, 5-6=-1382/2327, 6-7=-1888/1135, 7-8=-2599/1600, 8-9=-3429/2148, 9-10=-3401/2134, 10-11=-3139/2015, 11-12=-3817/2337, 12-13=-7240/4522, 13-14=-7240/4522, 14-15=-4174/2563 BOT CHORD 2-31=-2124/1278, 30-31=-2124/1278, 29-30=-459/269, 6-27=-1816/1140, 26-27=-2073/1334, 25-26=-1029/1929, 24-25=-1274/2383, 21-22=-267/458, 20-21=-2029/3537, 18-20=-5430/8911, 17-18=-5416/8905, 16-17=-2334/3852, 15-16=-2328/3828 WEBS 3-30=-1223/712, 5-30=-660/431, 6-26=-2359/4006, 7-26=-1120/732, 7-25=-292/632, 8-24=-799/1349, 10-21=-477/338, 11-21=-564/335, 11-20=-823/1471, 12-20=-5545/3505, 12-17=-1841/1220, 14-17=-2227/3575, 14-16=-50/260, 27-30=-3145/1936, 5-27=-544/1003, 21-24=-1563/2767, 10-24=-227/414 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=48ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1044 lb uplift at joint 15, 257 lb uplift at joint 2 and 1599 lb uplift at joint 30. Continued on page 2 October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A19G Truss Type Roof Special Girder Qty 1 Ply 1 2436277 Job Reference (optional) T21646618 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:10 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-ciM2CkAEmFpYd2MTS_e2hFQKJMgh_TriPj14EJyREPJ NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 57 lb up at 42-0-12, and 39 lb down and 62 lb up at 44-0-12, and 39 lb down and 72 lb up at 46-0-12 on top chord, and 426 lb down and 309 lb up at 40-0-12, 21 lb down at 42-0-12, and 21 lb down at 44-0-12, and 21 lb down at 46-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-60, 7-8=-60, 8-11=-60, 11-12=-60, 12-14=-60, 14-15=-60, 2-29=-20, 28-29=-20, 24-27=-20, 22-23=-20, 15-22=-20 Concentrated Loads (lb) Vert: 16=-7(B) 38=-426(B) 39=-7(B) 40=-7(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 2436277 Truss A20 Truss Type Roof Special Qty 1 Ply 1 2436277 Job Reference (optional) T21646619 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:15 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-zf9xFRENbnSrkpFRFYEDOJ8GCNP_fmeRZ_lrvWyREPE Scale = 1:71.5 1 2 3 4 5 6 7 8 9 10 11 1224232221 20 19 18 17 16 15 14 13 25 26 27 28 29 30 31 32 3x6 5x12 5x8 3x6 2x4 5x6 2x4 3x4 3x6 3x4 2x4 6x8 3x4 5x6 3x4 5x8 3x4 5x8 5x8 2x4 6x8 5-11-12 5-11-12 10-4-0 4-4-4 12-4-0 2-0-0 12-8-0 0-4-0 17-11-3 5-3-3 22-7-0 4-7-13 22-8-0 0-1-0 27-8-12 5-0-12 32-10-8 5-1-12 38-10-8 6-0-0 40-0-0 1-1-8 -1-3-12 1-3-12 5-11-12 5-11-12 10-4-0 4-4-4 12-8-0 2-4-0 17-11-3 5-3-3 22-7-0 4-7-13 27-8-12 5-1-12 32-10-8 5-1-12 35-9-3 2-10-11 38-10-8 3-1-5 40-0-0 1-1-8 0-3-133-3-110-9-111-0-03-3-112.00 12 5.00 12 Plate Offsets (X,Y)-- [10:0-5-12,0-2-8], [12:0-2-0,0-3-0], [15:0-4-0,0-1-12], [18:0-2-12,0-3-4], [20:0-5-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.70 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.48 0.08 0.37 (loc) 17 17 12 17 l/defl >999 >730 n/a >943 L/d 360 180 n/a 240 PLATES MT20 Weight: 199 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-22,8-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 12-25: 2x8 SP 2400F 2.0E, 6-19: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-5 oc bracing. Except: 6-0-0 oc bracing: 20-22 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 6-19 REACTIONS. (size)2=0-8-0, 23=0-8-0, 12=Mechanical Max Horz 2=-128(LC 10) Max Uplift 2=-275(LC 8), 23=-1146(LC 12), 12=-643(LC 12) Max Grav 2=216(LC 21), 23=1982(LC 1), 12=1075(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-453/717, 3-5=-1074/1688, 5-6=-421/666, 6-7=-2331/1591, 7-8=-3377/2389, 8-9=-3277/2327, 9-10=-2416/1818, 10-11=-2043/1509, 11-12=-2224/1680 BOT CHORD 2-24=-694/443, 23-24=-694/443, 6-20=-1246/885, 19-20=-450/413, 18-19=-1405/2239, 8-18=-296/290, 15-16=-176/291, 13-15=-1225/1863, 12-13=-1409/1992 WEBS 3-23=-1157/719, 5-23=-667/450, 6-19=-1779/2746, 7-19=-367/352, 7-18=-898/1294, 9-15=-692/576, 10-15=-470/713, 10-13=-107/290, 20-23=-1828/1243, 5-20=-653/1060, 15-18=-1484/2169, 9-18=-581/938, 11-13=-188/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 2-8-4, Interior(1) 2-8-4 to 32-10-8, Exterior(2) 32-10-8 to 36-10-8, Interior(1) 36-10-8 to 39-8-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 275 lb uplift at joint 2, 1146 lb uplift at joint 23 and 643 lb uplift at joint 12. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A21GE Truss Type HIP STRUCTURAL GABLE Qty 1 Ply 2 2436277 Job Reference (optional) T21646620 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:18 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-NEr3tTGFtiqQbGz0wgow?xlk?bNjs87uFy_VWryREPB Scale = 1:70.7 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 14 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 7x10 3x6 5x6 2x4 3x4 5x8 2x4 7x10 3x4 3x4 2x4 2x4 2x4 6x8 7x10 2x4 6x8 5x8 6-0-12 6-0-12 10-6-1 4-5-4 10-8-0 0-1-15 12-4-0 1-8-0 12-8-0 0-4-0 12-11-3 0-3-3 17-11-6 5-0-2 22-7-0 4-7-10 22-8-0 0-1-0 25-9-4 3-1-4 28-8-12 2-11-8 34-10-8 6-1-12 40-0-0 5-1-8 -1-3-12 1-3-12 6-0-12 6-0-12 10-6-1 4-5-4 12-11-3 2-5-3 17-11-6 5-0-2 22-7-0 4-7-10 25-9-4 3-2-4 28-8-12 2-11-8 34-10-8 6-1-12 40-0-0 5-1-8 0-3-132-5-110-4-11-0-02-5-112.00 12 5.00 12 Plate Offsets (X,Y)-- [6:0-7-0,0-3-0], [12:0-3-0,0-2-4], [20:0-5-8,0-3-0], [23:0-2-8,0-4-4], [25:0-3-0,0-0-8], [26:0-5-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.80 0.95 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.59 0.07 0.49 (loc) 19 19 13 19 l/defl >999 >593 n/a >720 L/d 360 180 n/a 240 PLATES MT20 Weight: 447 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-25: 2x4 SP No.3, 8-18: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-21,8-21: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 23-25 10-0-0 oc bracing: 18-20 REACTIONS.All bearings 10-8-0 except (jt=length) 13=0-8-0. (lb) - Max Horz 2=70(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 13=-890(LC 8), 2=-298(LC 21), 27=-1262(LC 18), 26=-2539(LC 8) Max Grav All reactions 250 lb or less at joint(s) 2 except 13=1395(LC 1), 27=771(LC 5), 26=4016(LC 1), 26=4016(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-904/1460, 3-4=-3134/5014, 4-5=-3205/5046, 5-6=-3161/4975, 6-7=-3435/2230, 7-8=-3435/2230, 8-10=-6609/4306, 10-11=-4514/2988, 11-12=-2877/1900, 12-13=-3132/1978 BOT CHORD 2-27=-1414/919, 26-27=-1414/919, 25-26=-776/499, 23-25=-423/286, 22-23=-2833/1903, 21-22=-2764/1870, 20-21=-4410/6987, 8-20=-201/526, 17-18=-595/933, 16-17=-2806/4448, 14-16=-2857/4514, 13-14=-1746/2823 WEBS 3-27=-659/1248, 3-26=-3590/2303, 11-16=0/288, 11-14=-1800/1188, 12-14=-348/809, 6-22=-256/523, 23-26=-4826/3108, 6-23=-3686/2362, 7-21=-581/488, 17-20=-2324/3694, 10-17=-1138/789, 10-20=-1467/2316, 6-21=-4064/6337, 8-21=-3642/2368 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 4x6 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss A21GE Truss Type HIP STRUCTURAL GABLE Qty 1 Ply 2 2436277 Job Reference (optional) T21646620 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:18 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-NEr3tTGFtiqQbGz0wgow?xlk?bNjs87uFy_VWryREPB NOTES- 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 890 lb uplift at joint 13, 298 lb uplift at joint 2, 1262 lb uplift at joint 27 and 2539 lb uplift at joint 26. 12) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 lb down and 316 lb up at 15-1-8, 100 lb down and 145 lb up at 17-2-4, 100 lb down and 145 lb up at 19-2-4, 100 lb down and 145 lb up at 21-2-4, 77 lb down and 149 lb up at 23-2-4, 77 lb down and 149 lb up at 25-0-0, 77 lb down and 149 lb up at 26-9-12, 77 lb down and 149 lb up at 28-9-12, 77 lb down and 149 lb up at 30-9-12, and 77 lb down and 149 lb up at 32-9-12, and 83 lb down and 155 lb up at 34-10-8 on top chord, and 95 lb down and 59 lb up at 15-1-8, 21 lb down at 17-2-4, 21 lb down at 19-2-4, 21 lb down at 21-2-4, 55 lb down at 23-2-4, 55 lb down at 25-0-0, 55 lb down at 26-9-12, 55 lb down at 28-9-12, 55 lb down at 30-9-12, and 55 lb down at 32-9-12, and 55 lb down at 34-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60, 6-12=-60, 12-13=-60, 2-25=-20, 24-25=-20, 20-23=-20, 18-19=-20, 13-18=-20 Concentrated Loads (lb) Vert: 12=-65(B) 11=-65(B) 16=-27(B) 14=-27(B) 32=-191(B) 33=-88(B) 34=-88(B) 35=-88(B) 36=-65(B) 37=-65(B) 38=-65(B) 40=-65(B) 41=-65(B) 42=-82(B) 43=-7(B) 44=-7(B) 45=-7(B) 46=-27(B) 47=-27(B) 48=-27(B) 49=-27(B) 50=-27(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 2436277 Truss B1G Truss Type Hip Girder Qty 1 Ply 1 2436277 Job Reference (optional) T21646621 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:28 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-59Rr_uOXXn5?opkxVmzHP2AUeds3CjmMYWP1tGyREP1 Scale = 1:71.1 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 5x6 5x6 5x6 4x6 5x8 3x4 2x4 5x8 3x6 6x8 2x4 2x4 6x8 3x6 5x8 3x4 2x4 5x8 4x6 3-9-14 3-9-14 7-0-0 3-2-2 16-4-0 9-4-0 24-8-0 8-4-0 34-0-0 9-4-0 37-2-2 3-2-2 41-0-0 3-9-14 -1-3-12 1-3-12 3-9-14 3-9-14 7-0-0 3-2-2 11-8-0 4-8-0 16-4-0 4-8-0 20-6-0 4-2-0 24-8-0 4-2-0 29-4-0 4-8-0 34-0-0 4-8-0 37-2-2 3-2-2 41-0-0 3-9-14 42-3-12 1-3-12 0-4-13-3-10-4-13-3-15.00 12 Plate Offsets (X,Y)-- [2:0-6-5,0-1-3], [4:0-3-0,0-2-4], [7:0-3-0,0-3-0], [10:0-3-0,0-2-4], [12:0-6-5,0-1-3], [15:0-4-0,0-3-8], [17:0-4-0,0-4-0], [18:0-4-0,0-4-0], [20:0-4-0,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.63 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.17 0.03 0.10 (loc) 15-17 15-17 12 15-17 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 236 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 9-17 REACTIONS.All bearings 0-8-0. (lb) - Max Horz 2=-123(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-736(LC 8), 18=-1599(LC 8), 17=-1599(LC 8), 12=-736(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=1009(LC 17), 18=2347(LC 17), 17=2347(LC 18), 12=1009(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1806/1141, 3-4=-1732/1140, 4-5=-1580/1093, 5-6=-504/878, 6-7=-504/878, 7-8=-504/878, 8-9=-504/878, 9-10=-1580/1093, 10-11=-1732/1140, 11-12=-1806/1141 BOT CHORD 2-21=-929/1610, 20-21=-929/1610, 18-20=-487/786, 17-18=-544/431, 15-17=-494/786, 14-15=-929/1610, 12-14=-929/1610 WEBS 3-20=-351/335, 4-20=-45/326, 5-20=-495/944, 5-18=-1949/1386, 6-18=-474/424, 7-18=-438/374, 7-17=-438/374, 8-17=-474/424, 9-17=-1949/1386, 9-15=-495/944, 10-15=-45/326, 11-15=-353/335 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 736 lb uplift at joint 2, 1599 lb uplift at joint 18, 1599 lb uplift at joint 17 and 736 lb uplift at joint 12. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 341 lb up at 7-0-0, 96 lb down and 154 lb up at 9-0-12, 96 lb down and 154 lb up at 11-0-12, 96 lb down and 154 lb up at 13-0-12, 96 lb down and 154 lb up at 15-0-12, 96 lb down and 160 lb up at 17-0-12, 96 lb down and 160 lb up at 19-0-12, 96 lb down and 160 lb up at 20-6-0, 96 lb down and 160 lb up at 21-11-4, 96 lb down and 160 lb up at 23-11-4, 96 lb down and 154 lb up at 25-11-4, 96 lb down and 154 lb up at 27-11-4, 96 lb down and 154 lb up at 29-11-4, and 96 lb down and 154 lb up at 31-11-4, and 188 lb down and 341 lb up at 34-0-0 on top chord, and 347 lb down and 224 lb up at 7-0-0, 83 lb down and 66 lb up at 9-0-12, 83 lb down and 66 lb up at 11-0-12, 83 lb down and 66 lb up at 13-0-12, 83 lb down and 66 lb up at 15-0-12, 89 lb down and 78 lb up at 17-0-12, 89 lb down and 78 lb up at 19-0-12, 89 lb down and 78 lb up at 20-6-0, 89 lb down and 78 lb up at 21-11-4, 89 lb down and 78 lb up at 23-11-4, 83 lb down and 66 lb up at 25-11-4, 83 lb down and 66 lb up at 27-11-4, 83 lb down and 66 lb up at 29-11-4, and 83 lb down and 66 lb up at 31-11-4, and 347 lb down and 224 lb up at 33-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss B1G Truss Type Hip Girder Qty 1 Ply 1 2436277 Job Reference (optional) T21646621 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:28 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-59Rr_uOXXn5?opkxVmzHP2AUeds3CjmMYWP1tGyREP1 NOTES- 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=-60, 4-10=-60, 10-13=-60, 2-12=-20 Concentrated Loads (lb) Vert: 4=-141(F) 7=-91(F) 10=-141(F) 20=-347(F) 15=-347(F) 22=-89(F) 23=-89(F) 24=-89(F) 25=-89(F) 26=-91(F) 27=-91(F) 28=-91(F) 29=-91(F) 30=-89(F) 31=-89(F) 32=-89(F) 33=-89(F) 34=-83(F) 35=-83(F) 36=-83(F) 37=-83(F) 38=-89(F) 39=-89(F) 40=-89(F) 41=-89(F) 42=-89(F) 43=-83(F) 44=-83(F) 45=-83(F) 46=-83(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 2436277 Truss B2G Truss Type Hip Girder Qty 1 Ply 2 2436277 Job Reference (optional) T21646622 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:30 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-1YZbPZPn3OLj16uKdB?lUTFqnQbvgVwf?qu8x9yREP? Scale = 1:70.0 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 32 33 34 35 36 37 5x8 5x8 5x8 6x8 3x8 3x8 8x10 10x12 2x4 6x8 8x10 5x8 3x6 8x10 6x8 2x4 10x12 8x10 3x8 3x8 6x8 5x8 4-7-6 4-7-6 8-6-15 3-11-9 12-5-8 3-10-9 16-4-0 3-10-9 20-6-0 4-2-0 24-8-0 4-2-0 28-6-9 3-10-8 32-5-1 3-10-8 36-4-10 3-11-9 41-0-0 4-7-6 4-7-6 4-7-6 8-6-15 3-11-9 12-5-8 3-10-9 16-4-0 3-10-9 20-6-0 4-2-0 24-8-0 4-2-0 28-6-9 3-10-8 32-5-1 3-10-8 36-4-10 3-11-9 41-0-0 4-7-6 42-3-12 1-3-12 0-4-13-10-150-4-13-10-155.00 12 Plate Offsets (X,Y)-- [1:0-7-2,0-1-14], [3:0-5-12,0-2-8], [5:0-3-8,0-3-0], [6:0-4-0,0-3-0], [7:0-3-8,0-3-0], [9:0-5-12,0-2-8], [11:0-7-2,0-1-14], [13:0-5-0,0-1-8], [14:0-5-0,0-5-12], [15:0-6-0,0-5-12], [17:0-3-8,0-6-0], [19:0-3-8,0-6-0], [21:0-6-0,0-5-12], [22:0-5-0,0-5-12], [23:0-5-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.68 0.42 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.19 0.03 (loc) 13-14 13-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 563 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 5-21,7-15: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-8-0. (lb) - Max Horz 1=-145(LC 23) Max Uplift All uplift 100 lb or less at joint(s) except 1=-3428(LC 8), 19=-4363(LC 8), 17=-4417(LC 8), 11=-2759(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 1=5666(LC 17), 19=7210(LC 17), 17=7304(LC 18), 11=4375(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8887/5371, 2-3=-5112/3132, 3-4=-1524/1001, 4-5=-1524/1001, 5-6=-2748/4654, 6-7=-2803/4745, 7-8=-1765/1147, 8-9=-1765/1146, 9-10=-5511/3373, 10-11=-8928/5389 BOT CHORD 1-23=-4829/8156, 22-23=-4829/8156, 21-22=-2776/4885, 19-21=-4654/3026, 18-19=-5093/3292, 17-18=-5093/3292, 15-17=-4745/3081, 14-15=-3007/5266, 13-14=-4840/8181, 11-13=-4840/8181 WEBS 2-23=-1626/2774, 2-22=-3788/2370, 3-22=-2828/4707, 3-21=-4509/2751, 5-21=-5027/8262, 5-19=-5775/3582, 6-19=-604/623, 6-18=-891/614, 6-17=-515/502, 7-17=-6074/3763, 7-15=-5296/8706, 9-15=-4697/2865, 9-14=-2993/4982, 10-14=-3413/2138, 10-13=-1483/2501 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3428 lb uplift at joint 1, 4363 lb uplift at joint 19, 4417 lb uplift at joint 17 and 2759 lb uplift at joint 11. Continued on page 2 October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss B2G Truss Type Hip Girder Qty 1 Ply 2 2436277 Job Reference (optional) T21646622 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:30 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-1YZbPZPn3OLj16uKdB?lUTFqnQbvgVwf?qu8x9yREP? NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1454 lb down and 892 lb up at 0-8-12, 1451 lb down and 895 lb up at 2-8-12, 1393 lb down and 862 lb up at 4-8-12, 1393 lb down and 862 lb up at 6-8-12, 1393 lb down and 862 lb up at 8-8-12, 1393 lb down and 862 lb up at 10-8-12, 1393 lb down and 862 lb up at 12-8-12, 1393 lb down and 862 lb up at 14-8-12, 1389 lb down and 860 lb up at 26-8-12, 1388 lb down and 859 lb up at 28-8-12, 1371 lb down and 848 lb up at 30-8-12, 1360 lb down and 843 lb up at 31-9-12, 1361 lb down and 841 lb up at 33-9-12, and 1348 lb down and 836 lb up at 35-9-12, and 1674 lb down and 1064 lb up at 37-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-9=-60, 9-12=-60, 1-11=-20 Concentrated Loads (lb) Vert: 23=-1393(B) 22=-1393(B) 21=-1393(B) 15=-1388(B) 16=-1389(B) 28=-1454(B) 29=-1451(B) 30=-1393(B) 31=-1393(B) 32=-1393(B) 33=-1371(B) 34=-1360(B) 35=-1361(B) 36=-1348(B) 37=-1674(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 2436277 Truss CJ1 Truss Type Jack-Open Qty 10 Ply 1 2436277 Job Reference (optional) T21646623 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:31 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-Vk7_cvQPqiTafGTWBvX_1ho6pq1YPBWoEUdhTbyREP_ Scale = 1:6.7 1 2 3 4 2x4 1-0-0 1-0-0 -1-3-12 1-3-12 1-0-0 1-0-0 0-4-10-9-10-4-100-9-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=76(LC 12) Max Uplift 3=-34(LC 1), 2=-234(LC 12) Max Grav 3=70(LC 12), 2=182(LC 1), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 3 and 234 lb uplift at joint 2. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss CJ3 Truss Type Jack-Open Qty 8 Ply 1 2436277 Job Reference (optional) T21646624 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:31 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-Vk7_cvQPqiTafGTWBvX_1ho5Sq0VPBWoEUdhTbyREP_ Scale = 1:10.9 1 2 5 3 4 2x4 3-0-0 3-0-0 -1-3-12 1-3-12 3-0-0 3-0-0 0-4-11-7-11-2-101-7-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=126(LC 12) Max Uplift 3=-45(LC 9), 2=-233(LC 12) Max Grav 3=49(LC 17), 2=234(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 1-8-4, Interior(1) 1-8-4 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 3 and 233 lb uplift at joint 2. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss CJ3T Truss Type Jack-Partial Qty 2 Ply 1 2436277 Job Reference (optional) T21646625 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:32 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-zxhMpFR1a?bRGQ2ikc2DauLG2EKB8emxT8NF?1yREOz Scale = 1:11.1 1 2 4 5 3 3x4 2-8-0 2-8-0 -1-3-12 1-3-12 1-7-14 1-7-14 2-8-0 1-0-2 2-9-12 0-1-12 3-1-3 0-3-7 0-4-11-7-90-4-71-3-21-7-95.00 12 Plate Offsets (X,Y)-- [2:0-1-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 -0.00 -0.04 (loc) 4 4 3 4 l/defl >700 >369 n/a >870 L/d 360 180 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0 Max Horz 2=129(LC 12) Max Uplift 3=-42(LC 9), 2=-233(LC 12) Max Grav 3=73(LC 17), 2=236(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 1-8-4, Interior(1) 1-8-4 to 3-0-7 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 3 and 233 lb uplift at joint 2. VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss CJ5 Truss Type Jack-Open Qty 6 Ply 1 2436277 Job Reference (optional) T21646626 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:32 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-zxhMpFR1a?bRGQ2ikc2DauLBWEJr8emxT8NF?1yREOz Scale = 1:15.0 1 2 5 6 3 4 3x4 5-0-0 5-0-0 -1-3-12 1-3-12 5-0-0 5-0-0 0-4-12-5-12-0-102-5-15.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.61 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=178(LC 12) Max Uplift 3=-125(LC 12), 2=-249(LC 12) Max Grav 3=120(LC 1), 2=301(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 1-8-4, Interior(1) 1-8-4 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 3 and 249 lb uplift at joint 2. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss D1 Truss Type Common Supported Gable Qty 1 Ply 1 2436277 Job Reference (optional) T21646627 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:33 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-R7Fk1bSgLJjIuaduIKZS66tS8ei8t4p5io6oXTyREOy Scale = 1:16.5 1 2 3 4 5 8 7 6 9 10 11 12 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 9-0-0 9-0-0 4-6-0 4-6-0 9-0-0 4-6-0 0-4-12-2-90-4-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.06 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-0-0. (lb) - Max Horz 1=-53(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 8=-162(LC 12), 6=-162(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7, 8, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-172/438, 4-6=-172/438 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-0-0 to 3-0-0, Exterior(2) 3-0-0 to 4-6-0, Corner(3) 4-6-0 to 7-6-0, Exterior(2) 7-6-0 to 9-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except (jt=lb) 8=162, 6=162. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 5. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss HJ5 Truss Type Diagonal Hip Girder Qty 1 Ply 1 2436277 Job Reference (optional) T21646628 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:34 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-vJp6ExTI6dr8WkC5s14hfJQVy2?9cYGEwSsL3wyREOx Scale = 1:11.8 1 2 5 3 6 4 2x4 4-4-5 4-4-5 -1-10-4 1-10-4 2-5-11 2-5-11 4-4-5 1-10-10 0-4-11-7-73.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.67 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=129(LC 8) Max Uplift 3=-83(LC 5), 2=-211(LC 8) Max Grav 3=118(LC 28), 2=316(LC 28), 4=130(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=211. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 164 lb down and 119 lb up at 1-4-15, 164 lb down and 119 lb up at 1-4-15, and 36 lb down and 53 lb up at 4-3-8, and 36 lb down and 53 lb up at 4-3-8 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, and 26 lb down at 4-3-8, and 26 lb down at 4-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 3=-14(F=-7, B=-7) 4=-26(F=-13, B=-13) 5=79(F=40, B=40) October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss HJ5T Truss Type Diagonal Hip Girder Qty 1 Ply 1 2436277 Job Reference (optional) T21646629 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:34 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-vJp6ExTI6dr8WkC5s14hfJQT_2w4cY_EwSsL3wyREOx Scale = 1:17.5 1 2 3 7 6 8 4 9 10 5 3x4 2x4 3x4 2x4 2x4 3-3-6 3-3-6 3-8-8 0-5-2 -1-10-4 1-10-4 2-3-8 2-3-8 3-8-8 1-5-0 5-3-4 1-6-12 7-1-8 1-10-4 0-4-12-5-40-4-12-1-21-5-41-0-03.54 12 Plate Offsets (X,Y)-- [3:0-1-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.80 0.53 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.34 0.10 0.22 (loc) 6 6 5 6 l/defl >393 >235 n/a >372 L/d 360 180 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=179(LC 8) Max Uplift 4=-143(LC 8), 2=-268(LC 8), 5=-40(LC 8) Max Grav 4=188(LC 1), 2=448(LC 28), 5=105(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=143, 2=268. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 164 lb down and 119 lb up at 1-4-15, and 164 lb down and 119 lb up at 1-4-15 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, and 44 lb down and 55 lb up at 4-4-10, and 44 lb down and 55 lb up at 4-4-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 2-6=-20, 3-5=-20 Concentrated Loads (lb) Vert: 8=79(F=40, B=40) 10=-86(F=-43, B=-43) October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss HJ7 Truss Type Diagonal Hip Girder Qty 3 Ply 1 2436277 Job Reference (optional) T21646630 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:35 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-OWMUSHTwtwz?7unHQkbwBXzixRH3Lx?O95bvcMyREOw Scale = 1:22.1 1 2 3 7 6 8 9 10 4 11 12 13 52x4 2x4 3x4 2x4 3x4 5-2-9 5-2-9 9-10-1 4-7-8 -1-10-4 1-10-4 5-2-9 5-2-9 9-10-1 4-7-8 0-4-13-2-130-4-12-10-123-2-133.54 12 Plate Offsets (X,Y)-- [2:Edge,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.48 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.08 0.01 0.04 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-11-7 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=229(LC 8) Max Uplift 4=-148(LC 8), 2=-299(LC 8), 5=-129(LC 8) Max Grav 4=137(LC 1), 2=535(LC 28), 5=292(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-796/312 BOT CHORD 2-7=-399/709, 6-7=-399/709 WEBS 3-7=0/284, 3-6=-754/424 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=148, 2=299, 5=129. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 164 lb down and 119 lb up at 1-4-15, 164 lb down and 119 lb up at 1-4-15, 38 lb down and 54 lb up at 4-2-15, 38 lb down and 54 lb up at 4-2-15, and 76 lb down and 145 lb up at 7-0-14, and 76 lb down and 145 lb up at 7-0-14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, 18 lb down at 4-2-15, 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 8=79(F=40, B=40) 10=-71(F=-36, B=-36) 13=-36(F=-18, B=-18) October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss J3 Truss Type Jack-Open Qty 3 Ply 1 2436277 Job Reference (optional) T21646631 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:36 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-siwtfdUYeE5sl1MTzS69kkVxBrjX4SlXOlLS8oyREOv Scale = 1:11.1 1 2 5 3 4 2x4 3-1-8 3-1-8 -1-3-12 1-3-12 3-1-8 3-1-8 0-4-11-7-111-3-41-7-115.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-8 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=129(LC 12) Max Uplift 3=-48(LC 9), 2=-233(LC 12) Max Grav 3=54(LC 17), 2=238(LC 1), 4=55(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 1-8-4, Interior(1) 1-8-4 to 3-0-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=233. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss J3G Truss Type Monopitch Girder Qty 1 Ply 1 2436277 Job Reference (optional) T21646632 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:36 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-siwtfdUYeE5sl1MTzS69kkVzvrbu4SlXOlLS8oyREOv Scale = 1:11.0 1 2 34 3x4 2x4 2x4 3-1-8 3-1-8 3-1-8 3-1-8 0-4-11-7-115.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.64 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 0.00 (loc) 1-3 1-3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 3=Mechanical Max Horz 1=74(LC 8) Max Uplift 1=-486(LC 8), 3=-289(LC 8) Max Grav 1=820(LC 1), 3=447(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=486, 3=289. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1055 lb down and 663 lb up at 1-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 1-3=-20 Concentrated Loads (lb) Vert: 4=-1055(F) October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss J5 Truss Type Jack-Open Qty 7 Ply 1 2436277 Job Reference (optional) T21646633 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:37 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-KuUFtzVAPYDjNBwgX9dOHy20iF0mpv?hcP40gFyREOu Scale = 1:15.2 1 2 5 6 3 4 3x4 5-1-8 5-1-8 -1-3-12 1-3-12 5-1-8 5-1-8 0-4-12-5-112-1-42-5-115.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.64 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >946 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 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=181(LC 12) Max Uplift 3=-130(LC 12), 2=-250(LC 12) Max Grav 3=125(LC 1), 2=305(LC 1), 4=95(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 1-8-4, Interior(1) 1-8-4 to 5-0-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=130, 2=250. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss J5T Truss Type Jack-Partial Qty 4 Ply 1 2436277 Job Reference (optional) T21646634 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:37 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-KuUFtzVAPYDjNBwgX9dOHy22mF1Lpv?hcP40gFyREOu Scale = 1:15.2 1 2 3 6 7 8 4 5 3x4 2x4 2-8-0 2-8-0 -1-3-12 1-3-12 1-7-14 1-7-14 2-8-0 1-0-2 3-9-0 1-1-0 5-1-8 1-4-8 0-4-12-5-111-5-112-1-41-0-05.00 12 Plate Offsets (X,Y)-- [2:0-1-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.57 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.25 -0.07 0.21 (loc) 6 6 5 6 l/defl >621 >231 n/a >273 L/d 360 180 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 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=181(LC 12) Max Uplift 4=-123(LC 12), 2=-249(LC 12) Max Grav 4=148(LC 1), 2=309(LC 1), 5=54(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 1-8-4, Interior(1) 1-8-4 to 5-0-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=123, 2=249. VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss J7 Truss Type Jack-Partial Qty 23 Ply 1 2436277 Job Reference (optional) T21646635 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:38 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-o52d4IWoArLa_LVs5t9dp9aEifG5YL8qr3qZChyREOt Scale = 1:19.0 1 2 3 6 7 8 4 5 2x4 2x4 2x4 7-0-0 7-0-0 -1-3-12 1-3-12 3-8-2 3-8-2 7-0-0 3-3-14 0-4-13-3-12-10-103-3-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.65 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.22 -0.01 0.23 (loc) 6 6 4 6 l/defl >782 >357 n/a >341 L/d 360 180 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 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=230(LC 12) Max Uplift 4=-133(LC 12), 2=-277(LC 12), 5=-46(LC 12) Max Grav 4=149(LC 1), 2=375(LC 1), 5=112(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-12 to 1-8-4, Interior(1) 1-8-4 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=133, 2=277. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss J7GE Truss Type Jack-Closed Supported Gable Qty 1 Ply 1 2436277 Job Reference (optional) T21646636 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:38 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-o52d4IWoArLa_LVs5t9dp9aHXfQNYLeqr3qZChyREOt Scale = 1:19.5 1 2 3 4 5 8 7 6 9 10 3x6 2x4 3x4 2x4 2x4 2x4 2x4 -1-3-12 1-3-12 6-4-0 6-4-0 7-0-0 0-8-0 0-4-12-11-115.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [5:0-3-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.06 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-0-0. (lb) - Max Horz 2=224(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 6 except 2=-148(LC 12), 7=-112(LC 12), 8=-129(LC 12) Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-332/108 WEBS 4-7=-118/347, 3-8=-204/342 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-3-12 to 1-8-4, Exterior(2) 1-8-4 to 6-9-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=148, 7=112, 8=129. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss J7S Truss Type Jack-Partial Qty 5 Ply 1 2436277 Job Reference (optional) T21646637 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:39 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-GHc?HeWQx9TRcV42fagsMN7PI3chHoJz4jZ6l7yREOs Scale = 1:18.9 1 2 5 6 3 4 2x4 2x4 2x4 6-9-8 6-9-8 3-5-10 3-5-10 6-9-8 3-3-14 0-5-13-3-12-10-103-3-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.51 0.69 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 -0.02 0.24 (loc) 5 5 3 5 l/defl >697 >348 n/a >323 L/d 360 180 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 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)1=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 1=182(LC 12) Max Uplift 1=-114(LC 12), 3=-138(LC 12), 4=-58(LC 12) Max Grav 1=260(LC 1), 3=151(LC 1), 4=113(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-109/255 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-5-10, Interior(1) 3-5-10 to 6-8-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 1=114, 3=138. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss M1GE Truss Type Monopitch Supported Gable Qty 1 Ply 1 2436277 Job Reference (optional) T21646638 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:39 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-GHc?HeWQx9TRcV42fagsMN7SH3mcHoVz4jZ6l7yREOs Scale = 1:19.9 1 2 3 4 5 8 7 6 9 10 2x4 2x4 3x4 2x4 2x4 2x4 2x4 -1-3-12 1-3-12 7-0-0 7-0-0 0-4-13-3-15.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.06 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-0-0. (lb) - Max Horz 2=228(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 6 except 2=-146(LC 12), 7=-119(LC 12), 8=-128(LC 12) Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-344/113 WEBS 4-7=-125/365, 3-8=-203/334 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-3-12 to 1-8-4, Exterior(2) 1-8-4 to 6-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=146, 7=119, 8=128. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss M2GE Truss Type Monopitch Supported Gable Qty 1 Ply 1 2436277 Job Reference (optional) T21646639 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:40 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-kTANV_X3iTbIEffFCIB5uagZDS1C0F_7JNJgHZyREOr Scale = 1:19.7 1 2 3 4 5 8 7 6 9 10 2x4 2x4 3x8 2x4 2x4 2x4 2x4 -1-3-12 1-3-12 10-8-0 10-8-0 0-3-132-1-22.00 12 Plate Offsets (X,Y)-- [2:0-6-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.36 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.04 -0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-8-0. (lb) - Max Horz 2=166(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 6, 7 except 2=-318(LC 8), 8=-500(LC 9) Max Grav All reactions 250 lb or less at joint(s) 6, 7 except 2=305(LC 1), 8=584(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-413/643 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-3-12 to 1-8-4, Exterior(2) 1-8-4 to 10-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7 except (jt=lb) 2=318, 8=500. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss V4 Truss Type Valley Qty 1 Ply 1 2436277 Job Reference (optional) T21646640 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:47 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-1p51zNdS2cUIakhb7Gpkh2StZHR_9QT9wzVX1fyREOk Scale = 1:8.8 1 2 3 2x4 3x4 2x4 0-0-10 0-0-10 4-9-0 4-8-6 2-4-8 2-4-8 4-9-0 2-4-8 0-0-40-11-140-0-45.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-7-13, 3=4-7-13 Max Horz 1=-19(LC 10) Max Uplift 1=-77(LC 12), 3=-77(LC 12) Max Grav 1=130(LC 1), 3=130(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss V5 Truss Type Valley Qty 1 Ply 1 2436277 Job Reference (optional) T21646641 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:48 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-V0fPAjd4pwc9BtGngzKzDG?23hn3utjI8dF5Z6yREOj Scale = 1:9.9 1 2 3 4 2x4 3x4 3x4 2x4 0-0-10 0-0-10 5-3-2 5-2-8 1-9-2 1-9-2 3-6-0 1-8-14 5-3-2 1-9-2 0-0-40-8-130-0-40-8-135.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-2-11], [3:0-2-0,0-2-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-1-15, 4=5-1-15 Max Horz 1=12(LC 11) Max Uplift 1=-89(LC 12), 4=-89(LC 12) Max Grav 1=150(LC 1), 4=150(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-237/376, 2-3=-212/366, 3-4=-237/376 BOT CHORD 1-4=-314/212 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss V9 Truss Type GABLE Qty 1 Ply 1 2436277 Job Reference (optional) T21646642 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:48 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-V0fPAjd4pwc9BtGngzKzDG?02hnkusGI8dF5Z6yREOj Scale = 1:17.0 1 2 3 4 5 6 7 8 2x4 4x6 2x4 2x4 9-3-2 9-3-2 4-7-9 4-7-9 9-3-2 4-7-9 0-0-41-11-20-0-45.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.25 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 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)1=9-3-2, 3=9-3-2, 4=9-3-2 Max Horz 1=-45(LC 10) Max Uplift 1=-93(LC 12), 3=-93(LC 12), 4=-185(LC 12) Max Grav 1=140(LC 21), 3=140(LC 22), 4=347(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-235/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 4-7-9, Exterior(2) 4-7-9 to 7-7-9, Interior(1) 7-7-9 to 8-6-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 4=185. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss V13 Truss Type GABLE Qty 1 Ply 1 2436277 Job Reference (optional) T21646643 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:41 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-CgkmiKYhTmj9rpERm?iKRoClJsMhlhCGX12Dp0yREOq Scale = 1:21.3 1 2 3 4 5 6 3x4 4x6 3x4 2x4 13-3-2 13-3-2 6-7-9 6-7-9 13-3-2 6-7-9 0-0-42-9-20-0-45.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.34 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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)1=13-3-2, 3=13-3-2, 4=13-3-2 Max Horz 1=-68(LC 10) Max Uplift 1=-140(LC 12), 3=-140(LC 12), 4=-281(LC 12) Max Grav 1=212(LC 21), 3=212(LC 22), 4=526(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-354/383 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 6-7-9, Exterior(2) 6-7-9 to 9-7-9, Interior(1) 9-7-9 to 12-6-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=140, 3=140, 4=281. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss V17 Truss Type GABLE Qty 1 Ply 1 2436277 Job Reference (optional) T21646644 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:41 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-CgkmiKYhTmj9rpERm?iKRoCpMsOdlhRGX12Dp0yREOq Scale = 1:27.7 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x6 3x4 5x6 2x4 2x4 2x4 2x4 17-3-2 17-3-2 8-7-9 8-7-9 17-3-2 8-7-9 0-0-43-7-20-0-45.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.22 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 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.All bearings 17-3-2. (lb) - Max Horz 1=-91(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 8=-275(LC 12), 6=-275(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=267(LC 1), 8=375(LC 21), 6=375(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-281/336, 4-6=-281/336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 8-7-9, Exterior(2) 8-7-9 to 11-7-9, Interior(1) 11-7-9 to 16-6-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except (jt=lb) 8=275, 6=275. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss V21 Truss Type GABLE Qty 1 Ply 1 2436277 Job Reference (optional) T21646645 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:42 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-gsI8wgZJE4r0TypdKjDZ_?lx3GgyU7_QmhomLSyREOp Scale = 1:34.6 1 2 3 4 5 6 7 10 9 8 11 12 13 14 3x4 3x4 3x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 21-3-2 21-3-2 8-8-8 8-8-8 12-6-10 3-10-2 21-3-2 8-8-8 0-0-43-7-90-0-43-7-95.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-11], [5:0-2-0,0-2-11], [9:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.47 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 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 6-0-0 oc bracing. REACTIONS.All bearings 21-3-2. (lb) - Max Horz 1=-92(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 9=-147(LC 9), 10=-351(LC 12), 8=-351(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 9 except 10=498(LC 1), 8=498(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-10=-361/484, 6-8=-361/484 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 8-8-8, Exterior(2) 8-8-8 to 16-9-9, Interior(1) 16-9-9 to 20-6-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 9=147, 10=351, 8=351. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss V25 Truss Type GABLE Qty 1 Ply 1 2436277 Job Reference (optional) T21646646 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:43 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-92rW70ax?O_t56OpuQkoWDI9gg6VDbnZ?LXKuuyREOo Scale = 1:41.1 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 1617 18 3x4 3x4 5x6 2x4 2x4 5x6 2x4 2x4 2x4 5x6 2x4 2x4 25-3-2 25-3-2 8-8-8 8-8-8 16-6-10 7-10-2 25-3-2 8-8-8 0-0-43-7-90-0-43-7-95.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4], [5:0-3-0,0-2-4], [10:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.13 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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.All bearings 25-3-2. (lb) - Max Horz 1=-92(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 10=-248(LC 9), 11=-141(LC 8), 12=-280(LC 12), 9=-141(LC 9), 8=-280(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=351(LC 21), 11=281(LC 21), 12=373(LC 21), 9=281(LC 22), 8=373(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-10=-269/289, 2-12=-279/369, 6-8=-279/369 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 8-8-8, Exterior(2) 8-8-8 to 12-11-7, Interior(1) 12-11-7 to 16-6-10, Exterior(2) 16-6-10 to 20-7-9, Interior(1) 20-7-9 to 24-6-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 10=248, 11=141, 12=280, 9=141, 8=280. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss V29 Truss Type GABLE Qty 1 Ply 1 2436277 Job Reference (optional) T21646647 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:44 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-dEPuLMaZmh6kjGz0R7G13QqHb4PHy1UjD?HtQLyREOn Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 3x4 4x6 4x6 3x4 5x6 8-8-8 8-8-8 20-6-10 11-10-2 29-3-2 8-8-8 8-8-8 8-8-8 20-6-10 11-10-2 29-3-2 8-8-8 0-0-43-7-90-0-43-7-95.00 12 Plate Offsets (X,Y)-- [13:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.28 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 116 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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 6-0-0 oc bracing. REACTIONS.All bearings 29-3-2. (lb) - Max Horz 1=-102(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 15, 11 except 1=-105(LC 12), 9=-105(LC 12), 13=-202(LC 12), 14=-210(LC 8), 16=-369(LC 12), 12=-210(LC 9), 10=-369(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 15, 11 except 13=338(LC 21), 14=290(LC 1), 16=508(LC 1), 12=290(LC 1), 10=508(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-13=-255/262, 4-14=-211/253, 2-16=-362/484, 6-12=-211/253, 8-10=-362/484 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 8-8-8, Exterior(2) 8-8-8 to 12-11-7, Interior(1) 12-11-7 to 20-6-10, Exterior(2) 20-6-10 to 24-9-9, Interior(1) 24-9-9 to 28-6-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 11 except (jt=lb) 1=105, 9=105, 13=202, 14=210, 16=369, 12=210, 10=369. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss V33 Truss Type GABLE Qty 1 Ply 1 2436277 Job Reference (optional) T21646648 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:45 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-5RzGYibBX?EbKQYC?rnGbeNV7Tn?hVCsSf0RynyREOm Scale = 1:54.4 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 3x4 4x6 4x6 3x4 3x4 3x4 8-8-8 8-8-8 24-6-10 15-10-2 33-3-2 8-8-8 8-8-8 8-8-8 24-6-10 15-10-2 33-3-2 8-8-8 0-0-43-7-90-0-43-7-95.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.19 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 12-16: 2x4 SP No.3 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 10-0-0 oc bracing. REACTIONS.All bearings 33-3-2. (lb) - Max Horz 1=-109(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 9 except 14=-186(LC 12), 15=-223(LC 8), 18=-278(LC 12), 13=-223(LC 9), 10=-278(LC 12), 11=-127(LC 12), 17=-127(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 14=315(LC 1), 15=335(LC 22), 18=378(LC 17), 13=335(LC 21), 10=378(LC 18), 11=284(LC 22), 17=284(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-15=-259/291, 2-18=-281/384, 6-13=-259/291, 8-10=-281/386 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 4-0-13, Interior(1) 4-0-13 to 8-8-8, Exterior(2) 8-8-8 to 13-4-12, Interior(1) 13-4-12 to 24-6-10, Exterior(2) 24-6-10 to 29-2-14, Interior(1) 29-2-14 to 32-6-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9 except (jt=lb) 14=186, 15=223, 18=278, 13=223, 10=278, 11=127, 17=127. October 21,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2436277 Truss V37 Truss Type GABLE Qty 1 Ply 1 2436277 Job Reference (optional) T21646649 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 09:16:46 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:_LmuN0KIVkqsx5R_pYcqH?ybLNE-ZdXfl1cpHJMSya6OZYIV8rwdet5lQxr?hJm_UDyREOl Scale = 1:61.2 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 3x6 5x6 5x6 3x6 3x6 5x6 3x6 8-8-8 8-8-8 28-6-10 19-10-2 37-3-2 8-8-8 8-8-8 8-8-8 28-6-10 19-10-2 37-3-2 8-8-8 0-0-43-7-90-0-43-7-95.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4], [6:0-3-0,0-3-0], [9:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.28 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 149 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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 6-0-0 oc bracing. REACTIONS.All bearings 37-3-2. (lb) - Max Horz 1=-114(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 21, 13 except 1=-102(LC 12), 11=-102(LC 12), 17=-188(LC 12), 18=-196(LC 12), 20=-183(LC 8), 22=-369(LC 12), 16=-196(LC 12), 14=-183(LC 9), 12=-369(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 11, 21, 13 except 17=316(LC 1), 18=330(LC 22), 20=293(LC 1), 22=520(LC 17), 16=330(LC 21), 14=293(LC 1), 12=520(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-18=-248/265, 4-20=-214/263, 2-22=-373/516, 7-16=-248/265, 8-14=-214/263, 10-12=-373/516 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 4-5-10, Interior(1) 4-5-10 to 8-8-8, Exterior(2) 8-8-8 to 13-11-9, Interior(1) 13-11-9 to 28-6-10, Exterior(2) 28-6-10 to 33-9-11, Interior(1) 33-9-11 to 36-6-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 13 except (jt=lb) 1=102, 11=102, 17=188, 18=196, 20=183, 22=369, 16=196, 14=183, 12=369. October 21,2020 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