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HomeMy WebLinkAboutTRUSSCUT6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2373691-GROZA-AUTRY - Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.2 1 of 2 This package includes 53 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: GROZA BUILDERS Project Name: SANTANA/AUTRY Model: . Subdivision: . Address: BROCKSMITH ROAD, . State: FLCity: FORT PIERCE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: July 6,2020 ORegan, Philip 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 - Plant City. Truss Design Engineer's Name: ORegan, Philip 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 T20636844 A02 Date 7/6/202T20636845A037/6/203T20636846A047/6/204T20636847A057/6/205T20636848A067/6/206T20636849A077/6/207T20636850A087/6/208T20636851A097/6/209T20636852A107/6/2010T20636853A117/6/2011T20636854A127/6/2012T20636855C017/6/2013T20636856C027/6/2014T20636857C037/6/20 No.Seal#Truss Name 15 T20636858 C04 Date 7/6/2016T20636859C057/6/2017T20636860C067/6/2018T20636861C077/6/2019T20636862C087/6/2020T20636863CJ17/6/2021T20636864CJ27/6/2022T20636865CJ37/6/2023T20636866CJ57/6/2024T20636867D017/6/2025T20636868D027/6/2026T20636869D037/6/2027T20636870D047/6/2028T20636871D057/6/20 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2373691-GROZA-AUTRY - 2 of 2 Site Information: Lot/Block: . Customer Info: GROZA BUILDERS Project Name: SANTANA/AUTRY Model: . Subdivision: . Address: BROCKSMITH ROAD, . State: FLCity: FORT PIERCE No.Seal#Truss Name 29 T20636872 D06 Date 7/6/2030T20636873D077/6/2031T20636874D087/6/2032T20636875D097/6/2033T20636876D107/6/2034T20636877E027/6/2035T20636878E037/6/2036T20636879EJ27/6/2037T20636880EJ67/6/2038T20636881EJ77/6/2039T20636882EJ717/6/2040T20636883G017/6/2041T20636884G027/6/2042T20636885HJ27/6/2043T20636886HJ67/6/2044T20636887HJ77/6/2045T20636888HJ217/6/2046T20636889K7/6/2047T20636890L7/6/2048T20636891V037/6/2049T20636892V047/6/2050T20636893V057/6/2051T20636894V067/6/2052T20636895V077/6/2053T20636896V087/6/20 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 2373691-GROZA-AUTRY Truss A02 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20636844 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:41:46 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-phl?jIQUX?zGTteAfYR5LItvfx0IUKHve09RkSz_r1Z Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 32 33 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 3x8 MT20HS 4x6 3x8 5x8 3x4 5x6 7x10 3x4 3x4 7x10 8x14 MT20HS 5x12 4x6 4x6 7x10 4x12 2x4 5x12 3x6 3x8 4x6 7x10 2x4 5-6-0 5-6-0 8-8-0 3-2-0 9-0-0 0-4-0 11-8-0 2-8-0 17-7-0 5-11-0 24-4-7 6-9-8 28-6-0 4-1-9 34-1-6 5-7-6 40-8-13 6-7-6 44-0-0 3-3-3 45-2-3 1-2-3 51-0-0 5-9-13 -1-0-0 1-0-0 5-6-0 5-6-0 9-0-0 3-6-0 11-8-0 2-8-0 17-7-0 5-11-0 22-6-0 4-11-0 24-4-7 1-10-7 28-6-0 4-1-9 34-1-6 5-7-6 40-8-13 6-7-6 44-0-0 3-3-3 45-2-3 1-2-3 47-0-0 1-9-13 51-0-0 4-0-0 52-0-0 1-0-0 0- 4 - 1 9- 8 - 9 0- 4 - 1 3- 0 - 0 2- 0 - 0 1- 0 - 0 1- 0 - 0 9- 8 - 9 5.00 12 2.50 12 Plate Offsets (X,Y)-- [5:0-2-12,0-3-0], [7:0-3-0,0-2-4], [9:0-5-12,0-2-8], [14:0-6-11,0-0-12], [17:0-7-0,0-4-12], [18:0-5-0,0-5-4], [19:0-4-12,0-2-12], [21:0-4-8,0-3-8], [23:0-5-8 ,0-3-8], [25:0-2-12,0-3-12], [26:0-4-12,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.87 0.99 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.61 -0.94 0.33 (loc) 17-18 17-18 14 l/defl >822 >535 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 346 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 12-15: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 5-24,8-20: 2x4 SP No.3, 14-17: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-23: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 10-19, 11-18 REACTIONS. (size)2=0-8-0, 26=0-8-0, 14=0-8-0 Max Horz 2=456(LC 11) Max Uplift 2=-244(LC 22), 26=-1323(LC 12), 14=-951(LC 12) Max Grav 26=3033(LC 17), 14=1944(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-563/1225, 3-4=-1685/3077, 4-5=-416/183, 5-6=-2441/1586, 6-7=-2436/1816, 7-8=-2424/1747, 8-9=-2421/1748, 9-10=-2588/1822, 10-11=-3855/2449, 11-13=-6592/3840, 13-14=-6927/3869 BOT CHORD 2-27=-1025/604, 26-27=-268/160, 25-26=-3052/1756, 4-25=-1966/1096, 5-23=-1688/1123, 22-23=-407/703, 21-22=-933/2209, 18-19=-1875/3440, 17-18=-3266/5881, 16-17=-3512/6392, 14-16=-3493/6363 WEBS 3-27=-274/637, 23-25=-3026/1926, 4-23=-1739/3194, 5-22=-1128/2016, 6-22=-487/555, 7-21=-493/874, 19-21=-1027/2267, 9-21=-139/409, 9-19=-385/614, 10-19=-1642/1077, 10-18=-429/1033, 11-18=-2649/1476, 11-17=-716/1503, 7-22=-265/257, 13-17=-263/246, 3-25=-1854/1229, 25-27=-912/520 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 22-6-0, Exterior(2) 22-6-0 to 36-11-13, Interior(1) 36-11-13 to 52-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 244 lb uplift at joint 2, 1323 lb uplift at joint 26 and 951 lb uplift at joint 14. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss A03 Truss Type Hip Qty 3 Ply 1 Job Reference (optional) T20636845 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:41:48 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-m4sm8_Sk3cD_iBoZmzUZQjyEElj4yDHC6KeYoKz_r1X Scale = 1:98.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 29 30 31 32 5x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 6x12 MT20HS 4x6 3x8 MT20HS 7x10 4x6 3x4 3x4 8x14 MT20HS 8x14 MT20HS 6x12 MT20HS 5x6 4x6 7x10 5x12 2x4 7x10 5x12 3x6 6x12 MT20HS 4x6 8x12 2x4 5-6-0 5-6-0 8-8-0 3-2-0 9-0-0 0-4-0 11-8-0 2-8-0 17-7-0 5-11-0 24-4-7 6-9-8 27-6-0 3-1-9 34-1-6 6-7-6 40-8-13 6-7-6 44-0-0 3-3-3 45-2-3 1-2-3 51-0-0 5-9-13 -1-0-0 1-0-0 5-6-0 5-6-0 9-0-0 3-6-0 11-8-0 2-8-0 17-7-0 5-11-0 23-6-0 5-11-0 24-4-7 0-10-7 27-6-0 3-1-9 34-1-6 6-7-6 40-8-13 6-7-6 44-0-0 3-3-3 45-2-3 1-2-3 47-0-0 1-9-13 51-0-0 4-0-0 52-0-0 1-0-0 0- 4 - 1 10 - 1 - 9 0- 4 - 1 3- 0 - 0 2- 0 - 0 1- 0 - 0 1- 0 - 0 10 - 1 - 9 5.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-6-5,0-1-3], [5:0-3-12,0-3-0], [7:0-3-12,0-2-8], [9:0-6-8,0-1-8], [13:0-5-7,Edge], [16:0-7-0,Edge], [17:0-7-0,0-4-8], [18:0-5-0,0-2-8], [20:0-3-12,0-4-4], [21:0-5-12,0-3-4], [22:0-5-8,0-3-8], [23:Edge,0-3-8], [24:0-4-12,0-4-0], [25:0-4-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.93 0.91 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.83 -1.19 0.45 (loc) 16-17 16-17 13 l/defl >609 >421 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 348 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 7-9: 2x4 SP No.2, 11-14,9-11: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 5-23,8-19: 2x4 SP No.3, 17-19,13-16,16-17: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-22: 2x4 SP No.1, 5-21,18-20: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-8-1 oc bracing. WEBS 1 Row at midpt 22-24, 5-21, 10-18, 11-17, 7-21 REACTIONS. (size)2=0-8-0, 25=0-8-0, 13=0-8-0 Max Horz 2=475(LC 11) Max Uplift 2=-536(LC 22), 25=-2025(LC 12), 13=-1278(LC 12) Max Grav 2=91(LC 9), 25=4706(LC 17), 13=2715(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1132/2078, 3-4=-2872/4817, 4-5=-923/567, 5-6=-4575/3128, 6-7=-4640/3373, 7-8=-4750/3415, 8-9=-4744/3413, 9-10=-4906/3434, 10-11=-6626/4338, 11-12=-10252/6322, 12-13=-10289/6144 BOT CHORD 2-26=-1773/1126, 25-26=-388/254, 24-25=-4745/2906, 4-24=-3218/1948, 5-22=-2623/1833, 21-22=-417/1356, 20-21=-2613/4652, 8-20=-252/157, 17-18=-3627/5948, 16-17=-5492/9166, 15-16=-5640/9533, 13-15=-5612/9490 WEBS 3-26=-554/1038, 22-24=-4564/3080, 4-22=-3208/5383, 5-21=-2153/3435, 6-21=-525/586, 7-20=-659/1202, 18-20=-2509/4362, 9-20=-543/1093, 9-18=-481/191, 10-18=-2071/1349, 10-17=-602/1317, 11-17=-3423/1984, 11-16=-1158/2146, 7-21=-808/413, 12-16=-97/315, 3-24=-2602/1797, 24-26=-1630/1022 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 23-6-0, Exterior(2) 23-6-0 to 35-11-13, Interior(1) 35-11-13 to 52-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 2, 2025 lb uplift at joint 25 and 1278 lb uplift at joint 13. Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss A03 Truss Type Hip Qty 3 Ply 1 Job Reference (optional) T20636845 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:41:48 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-m4sm8_Sk3cD_iBoZmzUZQjyEElj4yDHC6KeYoKz_r1X NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 825 lb down and 583 lb up at 23-6-0, and 825 lb down and 583 lb up at 27-6-0 on top 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=-70, 7-9=-170(F=-100), 9-14=-70, 2-25=-20, 23-24=-20, 20-22=-20, 16-19=-20, 13-16=-20 Concentrated Loads (lb) Vert: 7=-750(F) 9=-750(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 2373691-GROZA-AUTRY Truss A04 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20636846 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:41:50 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-iS_WZgT_bDThyUxxuNW1V82bwZONQ7lVZd7etDz_r1V Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 29 30 31 32 33 34 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 4x6 3x8 5x8 3x4 5x6 7x10 3x4 3x4 7x10 8x14 MT20HS 5x12 4x6 4x6 7x10 4x12 2x4 7x10 3x6 5x8 4x6 7x10 2x4 5-6-0 5-6-0 8-8-0 3-2-0 9-0-0 0-4-0 11-8-0 2-8-0 17-7-0 5-11-0 24-4-7 6-9-8 27-6-0 3-1-9 29-6-0 2-0-0 34-1-6 4-7-6 40-8-13 6-7-6 44-0-0 3-3-3 45-2-3 1-2-3 51-0-0 5-9-13 -1-0-0 1-0-0 5-6-0 5-6-0 9-0-0 3-6-0 11-8-0 2-8-0 17-7-0 5-11-0 21-6-0 3-11-0 24-4-7 2-10-7 29-6-0 5-1-9 34-1-6 4-7-6 40-8-13 6-7-6 44-0-0 3-3-3 45-2-3 1-2-3 47-0-0 1-9-13 51-0-0 4-0-0 52-0-0 1-0-0 0- 4 - 1 9- 3 - 9 0- 4 - 1 3- 0 - 0 2- 0 - 0 1- 0 - 0 1- 0 - 0 9- 3 - 9 5.00 12 2.50 12 Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [7:0-3-0,0-2-4], [9:0-6-0,0-2-8], [11:0-3-12,0-3-4], [13:0-6-11,0-0-12], [16:0-7-0,0-4-12], [17:0-5-0,0-5-4], [20:0-4-8,0-3-8], [22:0-5-8,0-3-8], [24:0-2-12,0-3-12], [25:0-4-12,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.86 0.98 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.60 -0.93 0.33 (loc) 16-17 16-17 13 l/defl >834 >542 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 343 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 11-14: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 5-23,8-19: 2x4 SP No.3, 13-16: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-22: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 10-18, 11-17 REACTIONS. (size)2=0-8-0, 25=0-8-0, 13=0-8-0 Max Horz 2=436(LC 11) Max Uplift 2=-255(LC 22), 25=-1324(LC 12), 13=-951(LC 12) Max Grav 25=3022(LC 17), 13=1939(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-584/1211, 3-4=-1729/3092, 4-5=-405/194, 5-6=-2433/1613, 6-7=-2417/1825, 7-8=-2600/1883, 8-9=-2596/1885, 9-10=-2749/1972, 10-11=-3828/2502, 11-12=-6572/3944, 12-13=-6904/3950 BOT CHORD 2-26=-1028/623, 25-26=-270/165, 24-25=-3040/1796, 4-24=-1953/1120, 5-22=-1701/1159, 21-22=-379/702, 20-21=-980/2211, 8-20=-325/338, 17-18=-1913/3428, 16-17=-3342/5820, 15-16=-3587/6371, 13-15=-3568/6342 WEBS 3-26=-284/638, 22-24=-3044/1981, 4-22=-1800/3175, 5-21=-1133/1986, 6-21=-448/518, 7-20=-603/969, 18-20=-1144/2357, 9-20=-152/376, 9-18=-449/723, 10-18=-1522/1022, 10-17=-461/1030, 11-17=-2619/1520, 11-16=-732/1506, 7-21=-266/219, 12-16=-259/240, 3-24=-1861/1250, 24-26=-913/538 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 21-6-0, Exterior(2) 21-6-0 to 37-11-13, Interior(1) 37-11-13 to 52-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 255 lb uplift at joint 2, 1324 lb uplift at joint 25 and 951 lb uplift at joint 13. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss A05 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20636847 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:41:52 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-er6G_MVF7rjPBo5K?oYVaZ7xDM3ku0lo1xclx6z_r1T Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 32 33 34 35 5x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 4x6 3x8 5x8 3x4 7x10 3x4 4x6 7x10 8x14 MT20HS 5x12 4x6 4x6 7x10 4x12 2x4 8x10 3x6 5x8 3x8 4x6 7x10 2x4 5-6-0 5-6-0 8-8-0 3-2-0 9-0-0 0-4-0 11-8-0 2-8-0 17-7-0 5-11-0 24-4-7 6-9-8 27-6-0 3-1-9 31-6-0 4-0-0 34-1-6 2-7-6 40-8-13 6-7-6 44-0-0 3-3-3 45-2-3 1-2-3 51-0-0 5-9-13 -1-0-0 1-0-0 5-6-0 5-6-0 9-0-0 3-6-0 11-8-0 2-8-0 17-7-0 5-11-0 19-6-0 1-11-0 24-4-7 4-10-7 31-6-0 7-1-9 34-1-6 2-7-6 40-8-13 6-7-6 44-0-0 3-3-3 45-2-3 1-2-3 47-0-0 1-9-13 51-0-0 4-0-0 52-0-0 1-0-0 0- 4 - 1 8- 5 - 9 0- 4 - 1 3- 0 - 0 2- 0 - 0 1- 0 - 0 1- 0 - 0 8- 5 - 9 5.00 12 2.50 12 Plate Offsets (X,Y)-- [6:0-4-0,0-3-0], [8:0-4-0,0-2-2], [10:0-4-0,0-2-2], [12:0-4-0,0-3-4], [14:0-6-11,0-0-12], [17:0-7-0,0-4-12], [18:0-5-0,0-5-4], [21:0-4-12,0-3-8], [23:0-5-8,0-3-8] , [25:0-2-12,0-3-12], [26:0-4-12,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.87 0.99 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.61 -0.93 0.34 (loc) 17-18 17-18 14 l/defl >830 >538 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 351 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 8-10: 2x6 SP No.2, 12-15: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 6-24,9-20: 2x4 SP No.3, 14-17: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-23: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 19-21, 12-18 REACTIONS. (size)2=0-8-0, 26=0-8-0, 14=0-8-0 Max Horz 2=395(LC 11) Max Uplift 2=-272(LC 22), 26=-1322(LC 12), 14=-951(LC 12) Max Grav 26=2983(LC 1), 14=1917(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-591/1152, 3-4=-1744/3098, 4-6=-396/225, 6-7=-2435/1608, 7-8=-2383/1782, 8-9=-3097/2192, 9-10=-3083/2188, 10-11=-3175/2274, 11-12=-3788/2526, 12-13=-6471/4053, 13-14=-6807/4030 BOT CHORD 2-27=-1001/630, 26-27=-270/166, 25-26=-3002/1826, 4-25=-1892/1143, 6-23=-1715/1183, 22-23=-312/681, 21-22=-1003/2217, 9-21=-535/541, 19-20=-148/297, 18-19=-1916/3418, 17-18=-3446/5745, 16-17=-3660/6280, 14-16=-3641/6251 WEBS 3-27=-287/624, 23-25=-3055/2006, 4-23=-1844/3101, 6-22=-1121/1905, 7-22=-361/443, 19-21=-1355/2606, 10-19=-580/904, 11-19=-1284/928, 11-18=-513/987, 12-18=-2613/1627, 12-17=-744/1491, 8-22=-320/147, 13-17=-257/233, 3-25=-1864/1258, 25-27=-887/544, 8-21=-866/1295, 10-21=-230/444 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 19-6-0, Exterior(2) 19-6-0 to 27-11-13, Interior(1) 27-11-13 to 31-6-0, Exterior(2) 31-6-0 to 39-11-13, Interior(1) 39-11-13 to 52-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 272 lb uplift at joint 2, 1322 lb uplift at joint 26 and 951 lb uplift at joint 14. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss A06 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20636848 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:41:54 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-aEE1O1WVfS_7Q6Fi7Dazf_CHmAlKMzJ5UF5s0_z_r1R Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 27 28 29 30 5x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 5x12 4x6 3x8 5x8 3x4 7x10 3x4 3x4 7x10 8x14 MT20HS 4x6 4x6 7x10 5x8 6x12 MT20HS 4x6 7x10 2x4 4x6 6x8 5-6-0 5-6-0 8-8-0 3-2-0 9-0-0 0-4-0 11-8-0 2-8-0 17-6-0 5-10-0 24-4-7 6-10-7 29-0-0 4-7-9 33-6-0 4-6-0 34-1-6 0-7-6 40-8-13 6-7-6 44-0-0 3-3-3 45-2-3 1-2-3 50-11-0 5-8-13 51-0-0 0-1-0 -1-0-0 1-0-0 5-6-0 5-6-0 9-0-0 3-6-0 11-8-0 2-8-0 17-6-0 5-10-0 24-4-7 6-10-7 29-0-0 4-7-9 33-6-0 4-6-0 34-1-6 0-7-6 40-8-13 6-7-6 44-0-0 3-3-3 45-2-3 1-2-3 47-0-0 1-9-13 51-0-0 4-0-0 52-0-0 1-0-0 0- 4 - 1 7- 7 - 9 0- 4 - 7 3- 0 - 0 2- 0 - 0 1- 0 - 0 1- 0 - 0 7- 7 - 9 5.00 12 2.50 12 Plate Offsets (X,Y)-- [5:0-4-0,0-3-0], [6:0-4-0,0-2-2], [9:0-4-0,0-2-2], [12:0-5-11,0-0-14], [14:0-7-0,0-4-12], [15:0-5-0,0-5-4], [16:0-2-0,0-2-12], [18:0-4-8,0-3-8], [19:0-3-8,0-2-8], [20:0-5-8,0-3-8], [22:0-2-12,0-3-12], [23:0-4-12,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.87 0.98 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.61 -0.92 0.34 (loc) 14-15 14-15 12 l/defl >827 >544 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 339 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-9: 2x6 SP No.2, 10-12: 2x4 SP No.1, 9-10: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 5-21,7-17: 2x4 SP No.3, 12-14: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-20,16-18: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 10-15, 6-18 REACTIONS. (size)12=0-7-0, 2=0-8-0, 23=0-8-0 Max Horz 2=351(LC 11) Max Uplift 12=-832(LC 12), 2=-294(LC 22), 23=-1345(LC 12) Max Grav 12=1809(LC 18), 23=2991(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-658/1138, 3-4=-1832/3137, 4-5=-343/193, 5-6=-2409/1559, 6-7=-3693/2537, 7-8=-3665/2519, 8-9=-3299/2327, 9-10=-3725/2467, 10-11=-6429/4145, 11-12=-6767/4115 BOT CHORD 2-24=-1013/648, 23-24=-274/170, 22-23=-3012/1896, 4-22=-1884/1204, 5-20=-1740/1203, 19-20=-282/595, 18-19=-1021/2166, 7-18=-472/483, 16-17=-185/281, 15-16=-1819/3302, 14-15=-3551/5738, 13-14=-3757/6242, 12-13=-3741/6217 WEBS 3-24=-297/630, 20-22=-3096/2036, 4-20=-1874/3099, 5-19=-1147/1963, 16-18=-1638/3091, 9-15=-545/1036, 10-15=-2664/1801, 10-14=-756/1469, 11-14=-253/324, 3-22=-1883/1271, 22-24=-896/559, 6-18=-1206/1841, 6-19=-438/415, 8-18=-264/578, 8-16=-705/484 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-6-0, Exterior(2) 17-6-0 to 25-11-13, Interior(1) 25-11-13 to 33-6-0, Exterior(2) 33-6-0 to 41-11-13, Interior(1) 41-11-13 to 50-7-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 832 lb uplift at joint 12, 294 lb uplift at joint 2 and 1345 lb uplift at joint 23. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss A07 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20636849 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:41:55 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-3QnPcNX7Pm6_2Fqvgx6CCClSHa5e5Q7EjvrPYQz_r1Q Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 29 30 31 32 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 4x6 6x8 3x8 MT20HS 5x12 4x6 3x8 5x8 3x4 7x10 3x4 8x14 MT20HS 4x6 4x6 7x10 5x8 7x10 3x8 4x6 7x10 2x4 4x6 6x8 3x4 5-6-0 5-6-0 8-8-0 3-2-0 9-0-0 0-4-0 11-8-0 2-8-0 17-0-0 5-4-0 24-4-7 7-4-7 27-6-0 3-1-9 29-8-15 2-2-15 34-0-0 4-3-1 40-8-13 6-8-13 44-0-0 3-3-3 45-2-3 1-2-3 50-11-0 5-8-13 51-0-0 0-1-0 -1-0-0 1-0-0 5-6-0 5-6-0 9-0-0 3-6-0 11-8-0 2-8-0 17-0-0 5-4-0 24-4-7 7-4-7 29-8-15 5-4-7 34-0-0 4-3-1 40-8-13 6-8-13 44-0-0 3-3-3 45-2-3 1-2-3 47-0-0 1-9-13 51-0-0 4-0-0 52-0-0 1-0-0 0- 4 - 1 7- 5 - 1 0- 4 - 7 3- 0 - 0 2- 0 - 0 1- 0 - 0 1- 0 - 0 7- 5 - 1 5.00 12 2.50 12 Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [6:0-4-0,0-2-2], [10:0-4-0,0-2-2], [14:0-5-11,0-0-14], [16:0-7-0,0-4-12], [17:0-5-0,0-5-4], [18:0-2-12,0-3-0], [20:0-4-8,0-3-8], [21:0-3-8,0-2-8] , [22:0-5-8,0-3-8], [24:0-2-12,0-3-12], [25:0-4-12,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.88 0.98 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.61 -0.92 0.34 (loc) 16-17 16-17 14 l/defl >830 >546 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 338 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 8-10,6-8: 2x6 SP No.2, 12-14: 2x4 SP No.1, 10-12: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 5-23,7-19: 2x4 SP No.3, 14-16: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-22,18-20: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 11-17, 6-20 REACTIONS. (size)14=0-7-0, 2=0-8-0, 25=0-8-0 Max Horz 2=341(LC 11) Max Uplift 14=-831(LC 12), 2=-313(LC 22), 25=-1353(LC 12) Max Grav 14=1803(LC 18), 25=3009(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-668/1178, 3-4=-1859/3211, 4-5=-264/182, 5-6=-2329/1504, 6-7=-3880/2645, 7-9=-3844/2623, 9-10=-3450/2409, 10-11=-3816/2526, 11-13=-6397/4147, 13-14=-6745/4129 BOT CHORD 2-26=-1053/662, 25-26=-279/172, 24-25=-3030/1895, 4-24=-1887/1203, 5-22=-1778/1203, 21-22=-324/523, 20-21=-979/2103, 7-20=-522/527, 18-19=-210/322, 17-18=-1883/3400, 16-17=-3574/5768, 15-16=-3772/6221, 14-15=-3755/6197 WEBS 3-26=-306/649, 22-24=-3160/2050, 4-22=-1840/3083, 5-21=-1185/2012, 18-20=-1698/3184, 10-17=-566/1040, 11-17=-2602/1769, 11-16=-756/1457, 13-16=-263/328, 3-24=-1919/1295, 24-26=-934/575, 6-20=-1350/2068, 6-21=-495/453, 9-18=-689/488, 9-20=-269/592, 10-18=-130/298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2) 17-0-0 to 25-5-13, Interior(1) 25-5-13 to 34-0-0, Exterior(2) 34-0-0 to 42-5-13, Interior(1) 42-5-13 to 50-7-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 831 lb uplift at joint 14, 313 lb uplift at joint 2 and 1353 lb uplift at joint 25. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss A08 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20636850 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:41:57 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-?ov913ZNxNMiHZ_HoL8gHdqogNo0ZHEXADKWdJz_r1O Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 30 31 32 33 34 35 36 37 6x12 MT20HS ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 4x10 MT20HS 5x12 3x8 3x4 7x10 3x4 5x6 8x14 MT20HS 5x6 7x10 3x8 7x10 2x4 6x8 5-6-0 5-6-0 8-8-0 3-2-0 9-0-0 0-4-0 11-8-0 2-8-0 15-0-0 3-4-0 19-8-4 4-8-4 24-4-7 4-8-4 27-6-0 3-1-9 29-8-15 2-2-15 36-0-0 6-3-1 40-8-13 4-8-13 44-0-0 3-3-3 45-2-3 1-2-3 50-11-0 5-8-13 51-0-0 0-1-0 -1-0-0 1-0-0 5-6-0 5-6-0 9-0-0 3-6-0 11-8-0 2-8-0 15-0-0 3-4-0 19-8-4 4-8-4 24-4-7 4-8-4 29-8-15 5-4-7 36-0-0 6-3-1 40-8-13 4-8-13 44-0-0 3-3-3 45-2-3 1-2-3 47-0-0 1-9-13 51-0-0 4-0-0 52-0-0 1-0-0 0- 4 - 1 6- 7 - 1 0- 4 - 7 3- 0 - 0 2- 0 - 0 1- 0 - 0 1- 0 - 0 6- 7 - 1 5.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-6-5,0-1-3], [4:0-6-0,Edge], [6:0-4-0,0-2-2], [11:0-4-0,0-2-2], [13:0-5-0,Edge], [15:0-5-11,0-0-14], [17:0-7-0,0-4-12], [20:0-3-0,0-2-12], [22:0-4-4,0-3-8], [25:0-5-8,0-3-8], [27:0-2-12,0-3-12], [28:0-4-12,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.89 0.92 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.63 -0.95 0.35 (loc) 18 18-20 15 l/defl >802 >530 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 339 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 9-11,6-9: 2x6 SP No.2, 13-15,1-4: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 5-26: 2x4 SP No.3, 8-21: 2x4 SP No.2, 15-17: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-25,20-22: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)15=0-7-0, 2=0-8-0, 28=0-8-0 Max Horz 2=303(LC 11) Max Uplift 15=-818(LC 12), 2=-468(LC 22), 28=-1427(LC 12) Max Grav 15=1763(LC 18), 2=14(LC 12), 28=3175(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-832/1559, 3-4=-2244/3951, 4-5=-433/832, 5-6=-1542/1031, 6-7=-3376/2266, 7-8=-4575/2996, 8-10=-4532/2973, 10-11=-4041/2724, 11-12=-4200/2767, 12-14=-6225/4047, 14-15=-6588/4150 BOT CHORD 2-29=-1402/810, 28-29=-324/195, 27-28=-3205/2008, 4-27=-1997/1280, 5-25=-2065/1350, 24-25=-843/733, 23-24=-577/1445, 22-23=-1786/3375, 8-22=-305/286, 20-21=-268/466, 18-20=-2130/3794, 17-18=-3452/5603, 16-17=-3798/6077, 15-16=-3778/6053 WEBS 3-29=-384/841, 25-27=-3612/2335, 4-25=-1645/2916, 5-24=-1395/2264, 20-22=-2013/3638, 11-18=-634/1106, 12-18=-2085/1462, 12-17=-793/1406, 14-17=-351/382, 3-27=-2286/1525, 27-29=-1280/721, 6-24=-994/689, 10-20=-820/612, 10-22=-292/653, 11-20=-255/517, 6-23=-1512/2371, 7-23=-1171/871, 7-22=-872/1447 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2) 15-0-0 to 23-5-13, Interior(1) 23-5-13 to 36-0-0, Exterior(2) 36-0-0 to 44-5-13, Interior(1) 44-5-13 to 50-7-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 4x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 818 lb uplift at joint 15, 468 lb uplift at joint 2 and 1427 lb uplift at joint 28. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss A09 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20636851 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:41:59 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-xB1wSlaeT_cQXt8gvmA8M2wCnBSm1E?qeXpdhCz_r1M Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 31 6x8 ST1.5x8 STP ST1.5x8 STPST1.5x8 STP 7x10 6x8 5x6 2x4 2x4 3x6 4x6 5x8 5x12 4x10 MT20HS 8x10 3x6 2x4 5x6 2x4 5x6 4x6 7x10 4x6 4x6 4x6 7x10 4-9-4 4-9-4 8-10-12 4-1-8 9-0-0 0-1-4 13-0-0 4-0-0 19-9-7 6-9-7 26-8-10 6-11-3 33-7-14 6-11-3 40-8-13 7-0-15 42-4-0 1-7-4 45-1-10 2-9-10 45-4-0 0-2-6 48-1-10 2-9-10 51-0-0 2-10-6 -1-0-0 1-0-0 4-9-4 4-9-4 8-10-12 4-1-8 19-9-7 10-10-11 26-8-10 6-11-3 33-7-14 6-11-3 40-8-13 7-0-15 45-4-0 4-7-3 48-1-10 2-9-10 51-0-0 2-10-6 0- 4 - 1 4- 7 - 1 3- 7 - 0 2- 0 - 0 5- 9 - 1 5.00 12 2.50 12 Plate Offsets (X,Y)-- [5:0-4-0,0-2-2], [6:0-5-0,0-4-8], [8:0-5-0,0-4-8], [10:0-6-0,0-3-0], [14:0-5-4,0-5-4], [21:0-5-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.59 0.96 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.56 -0.84 0.20 (loc) 15-16 15-16 12 l/defl >899 >604 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 353 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-5,23-24: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 12-24: 2x6 SP No.2, 4-19,8-14,5-18,7-15,6-16,10-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-14, 5-18 REACTIONS. (size)12=0-8-0, 2=0-8-0, 21=0-8-0 Max Horz 2=225(LC 12) Max Uplift 12=-861(LC 12), 2=-134(LC 12), 21=-1243(LC 12) Max Grav 12=1840(LC 1), 2=220(LC 17), 21=2591(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-236/369, 3-4=-448/773, 4-5=-1769/1090, 5-6=-4268/2654, 6-7=-5591/3420, 7-8=-5619/3473, 8-9=-4314/2792, 9-10=-4315/2792, 10-11=-2367/1511, 11-12=-1793/1228 BOT CHORD 2-22=-317/80, 21-22=-317/80, 20-21=-2392/1538, 4-20=-2282/1503, 19-20=-1173/700, 18-19=-889/1622, 16-18=-2488/4317, 15-16=-3219/5591, 14-15=-3276/5613, 13-14=-1287/2124 WEBS 3-22=-24/272, 3-21=-605/395, 4-19=-1654/2937, 5-19=-985/686, 9-14=-409/387, 8-14=-1474/817, 5-18=-1749/2966, 8-15=0/281, 6-18=-1165/844, 6-16=-841/1428, 7-16=-490/435, 10-14=-1620/2720, 10-13=-1007/728, 11-13=-1298/2169 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 4-9-4, Interior(1) 4-9-4 to 13-0-0, Exterior(2) 13-0-0 to 19-0-0, Interior(1) 19-0-0 to 45-4-0, Exterior(2) 45-4-0 to 50-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 861 lb uplift at joint 12, 134 lb uplift at joint 2 and 1243 lb uplift at joint 21. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss A10 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20636852 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:00 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-PNbIf5bGEIkH81isTUhNvFSGNbptmeDztBYADez_r1L Scale = 1:92.5 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 29 6x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 3x8 MT20HS 5x6 4x6 3x8 6x8 3x6 5x6 5x6 3x6 3x6 3x6 3x6 5x6 5x6 3x8 3x6 5x8 4x6 3x8 MT20HS 8-8-0 8-8-0 11-0-0 2-4-0 18-4-4 7-4-4 25-6-12 7-2-8 32-9-4 7-2-8 39-11-12 7-2-8 47-4-0 7-4-4 50-11-0 3-7-0 -1-0-0 1-0-0 8-8-0 8-8-0 11-0-0 2-4-0 18-4-4 7-4-4 25-6-12 7-2-8 32-9-4 7-2-8 39-11-12 7-2-8 47-4-0 7-4-4 50-11-0 3-7-0 0- 4 - 1 4- 1 1 - 1 3- 5 - 2 4- 1 1 - 1 5.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-2-12], [8:0-3-0,0-3-0], [9:0-3-8,0-1-8], [10:0-3-0,0-2-4], [14:0-3-0,0-3-0], [20:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.99 0.91 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.40 -0.63 0.09 (loc) 15-17 15-17 12 l/defl >999 >805 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 277 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-18,5-17,7-15,8-14,9-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-3-14 oc bracing. WEBS 1 Row at midpt 4-18, 5-17, 8-14, 9-13 REACTIONS. (size)2=0-8-0, 21=0-8-0, 12=0-7-0 Max Horz 2=228(LC 12) Max Uplift 2=-686(LC 22), 21=-1625(LC 12), 12=-799(LC 12) Max Grav 2=187(LC 12), 21=3410(LC 1), 12=1706(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1401/2320, 3-4=-292/659, 4-5=-1829/1218, 5-7=-3193/1966, 7-8=-3554/2203, 8-9=-2935/1911, 9-10=-1233/887, 10-11=-1366/886, 11-12=-1686/1115 BOT CHORD 2-21=-2033/1178, 20-21=-2033/1178, 18-20=-694/454, 17-18=-1090/1829, 15-17=-1839/3193, 14-15=-2083/3557, 13-14=-1784/2935 WEBS 3-21=-3183/2112, 3-20=-1403/2525, 4-20=-2053/1248, 4-18=-1794/2970, 5-18=-1427/1029, 5-17=-964/1622, 7-17=-735/593, 7-15=-288/432, 8-14=-752/432, 9-14=-162/609, 9-13=-2036/1217, 11-13=-1005/1633 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 47-4-0, Exterior(2) 47-4-0 to 50-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 686 lb uplift at joint 2, 1625 lb uplift at joint 21 and 799 lb uplift at joint 12. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss A11 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20636853 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:02 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-Lmi24ndWmv__OKsFbvkr_gYdHOW2EYcGKV1HIXz_r1J Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 10x16 MT20HS ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 4x6 6x8 5x8 5x6 4x6 3x6 3x4 7x10 7x10 7x10 2x4 5x8 4x6 6x8 4x6 4x6 2x4 7x10 4x6 4x6 3x6 2x4 2x4 9-0-0 9-0-0 17-5-2 8-5-2 26-0-0 8-6-14 36-9-1 10-9-1 43-1-7 6-4-6 49-4-0 6-2-10 50-11-0 1-7-0 -1-0-0 1-0-0 5-0-5 5-0-5 9-0-0 3-11-11 17-5-2 8-5-2 26-0-0 8-6-14 30-6-7 4-6-7 36-9-1 6-2-10 43-1-7 6-4-6 50-11-0 7-9-9 0- 4 - 1 4- 1 - 1 3- 5 - 2 2- 9 - 2 0- 8 - 0 4- 1 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-5-5,0-0-3], [4:1-0-12,0-2-12], [9:0-5-0,0-4-8], [11:0-4-0,0-2-2], [15:0-5-0,0-4-8], [17:0-2-8,0-4-8], [20:0-2-8,0-2-12], [21:0-3-8,0-2-8], [23:0-5-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.96 0.86 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.52 -0.78 0.09 (loc) 18 18 26 l/defl >970 >649 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 369 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4,11-12: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 24-26: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-23: 2x8 SP 2400F 2.0E, 4-21,5-20: 2x4 SP No.1 17-20,12-26,9-17: 2x6 SP No.2, 11-15,10-16: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-11 oc bracing. Except: 10-0-0 oc bracing: 17-19 WEBS 1 Row at midpt 4-21, 5-20, 11-15 REACTIONS. (size)2=0-8-0, 23=0-8-0, 26=0-5-8 Max Horz 2=233(LC 12) Max Uplift 2=-1077(LC 22), 23=-1837(LC 12), 26=-756(LC 12) Max Grav 2=366(LC 12), 23=3891(LC 1), 26=1632(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1705/3084, 3-4=-2032/3391, 4-5=-1346/841, 5-7=-3602/2060, 7-8=-4733/2691, 8-9=-4935/2811, 9-10=-4778/2778, 10-11=-3372/2058, 11-12=-687/401, 13-26=-1632/991, 12-13=-1590/913 BOT CHORD 2-23=-2796/1414, 21-23=-2807/1659, 20-21=-795/1345, 19-20=-614/1008, 8-17=-297/269, 16-17=-2768/4803, 15-16=-2026/3371, 14-15=-455/757 WEBS 3-23=-553/577, 4-23=-3445/2195, 4-21=-2668/4475, 5-21=-1633/1168, 5-20=-1415/2467, 7-20=-1269/870, 17-20=-1422/2625, 7-17=-794/1372, 11-14=-1270/880, 12-14=-833/1437, 11-15=-1744/2901, 10-15=-1148/835, 9-16=-510/424, 10-16=-857/1552 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 4-10-3, Interior(1) 4-10-3 to 9-0-0, Exterior(2) 9-0-0 to 17-5-2, Interior(1) 17-5-2 to 49-4-0, Exterior(2) 49-4-0 to 50-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1077 lb uplift at joint 2, 1837 lb uplift at joint 23 and 756 lb uplift at joint 26. 9) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearing 2. Building designer must provide for uplift reactions indicated. FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss A12 Truss Type HALF HIP GIRDER Qty 1 Ply 3 Job Reference (optional) T20636854 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:08 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-Aw4KKqhHMlk86FKPx9rFExngZph6eHZ8iRUbWAz_r1D Scale = 1:93.0 1 2 3 4 5 6 7 8 9 10 11 12 26 25 24 23 22 21 20 19 18 17 16 15 14 13 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 7x10 ST1.5x8 STP ST1.5x8 STP 5x12 5x6 3x4 3x4 8x12 6x8 2x4 7x10 6x8 6x8 2x4 7x10 3x6 5x8 3x6 7x10 5x8 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 8-8-0 1-8-0 9-0-0 0-4-0 14-10-3 5-10-3 20-10-8 6-0-5 26-10-13 6-0-5 35-5-6 8-6-8 40-6-0 5-0-10 45-6-10 5-0-10 50-11-0 5-4-6 -1-0-0 1-0-0 7-0-0 7-0-0 8-8-0 1-8-0 14-10-3 6-2-3 20-10-8 6-0-5 26-10-13 6-0-5 30-6-7 3-7-10 35-5-6 4-10-14 40-6-0 5-0-10 45-6-10 5-0-10 50-11-0 5-4-6 0- 4 - 1 3- 3 - 1 3- 3 - 1 0- 8 - 0 5.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-0-2], [3:0-8-0,0-3-4], [6:0-5-0,0-4-8], [9:0-5-0,0-4-8], [14:0-3-8,0-2-8], [18:0-2-12,0-5-12], [24:0-3-8,0-2-8], [25:0-5-0,0-4-4], [27:0-2-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.84 0.37 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.53 -0.74 0.06 (loc) 19 19 29 l/defl >948 >684 n/a L/d 240 180 n/a PLATES MT20 Weight: 1126 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3: 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E *Except* 2-23,19-23: 2x6 SP No.2, 27-29: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 12-29,18-21,7-18,9-18: 2x6 SP No.2, 4-25: 2x8 SP 2400F 2.0E 6-21,4-24,5-22: 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 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 18-20 REACTIONS. (size)2=0-8-0, 25=0-8-0, 29=0-5-8 Max Horz 2=212(LC 25) Max Uplift 2=-3153(LC 30), 25=-4611(LC 8), 29=-1702(LC 8) Max Grav 2=1451(LC 8), 25=9358(LC 29), 29=3251(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4287/8636, 3-4=-5027/10175, 4-5=-764/1379, 5-6=-5169/2491, 6-7=-9052/4458, 7-8=-12183/6053, 8-9=-13477/6719, 9-10=-13796/6967, 10-11=-11608/5923, 11-12=-6996/3604, 13-29=-3251/1702, 12-13=-2972/1603 BOT CHORD 2-26=-7902/3860, 25-26=-7920/3865, 24-25=-10182/5033, 22-24=-1379/764, 21-22=-2545/5258, 20-21=-2164/4277, 18-20=-65/317, 8-18=-373/320, 17-18=-6996/13834, 16-17=-5923/11608, 14-16=-3604/6996, 13-14=-244/451 WEBS 3-26=-97/411, 3-25=-4606/2303, 4-25=-4932/2593, 7-21=-2738/1601, 18-21=-2349/4891, 7-18=-1874/3678, 12-14=-3619/7051, 11-14=-2508/1459, 9-17=-530/416, 11-16=-2505/4980, 10-17=-1127/2362, 10-16=-1545/926, 9-18=-388/403, 6-21=-2115/4197, 4-24=-4719/9662, 6-22=-2672/1607, 5-24=-3782/2143, 5-22=-3554/7208 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Continued on page 2 FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss A12 Truss Type HALF HIP GIRDER Qty 1 Ply 3 Job Reference (optional) T20636854 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:08 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-Aw4KKqhHMlk86FKPx9rFExngZph6eHZ8iRUbWAz_r1D NOTES- 9) Bearing at joint(s) 29 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3153 lb uplift at joint 2, 4611 lb uplift at joint 25 and 1702 lb uplift at joint 29. 11) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearing 2. Building designer must provide for uplift reactions indicated. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 428 lb down and 393 lb up at 7-0-0 on top chord, and 399 lb down and 164 lb up at 7-0-0, and 98 lb down and 34 lb up at 31-0-7 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=-70, 3-12=-70, 2-20=-20, 19-20=-20, 13-18=-20 Concentrated Loads (lb) Vert: 3=-196(B) 26=-375(B) 7=-134(B) 21=-63(B) 9=-116(B) 19=-87(B) 6=-134(B) 24=-63(B) 22=-63(B) 5=-134(B) 30=-134(B) 31=-134(B) 32=-134(B) 34=-134(B) 35=-134(B) 36=-134(B) 37=-134(B) 38=-134(B) 39=-116(B) 40=-116(B) 42=-116(B) 43=-116(B) 44=-116(B) 45=-116(B) 46=-116(B) 47=-116(B) 48=-134(B) 49=-63(B) 50=-63(B) 51=-63(B) 52=-63(B) 53=-63(B) 54=-63(B) 55=-63(B) 56=-63(B) 58=-87(B) 59=-87(B) 60=-87(B) 61=-87(B) 62=-87(B) 63=-87(B) 64=-87(B) 65=-87(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 2373691-GROZA-AUTRY Truss C01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20636855 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:09 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-e6eiYAiv63s?jPubVtMUm9KuTDu?NjFIx5E92dz_r1C Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 11 25 24 23 22 21 20 19 18 17 16 15 14 13 12 26 27 28 29 4x6 ST1.5x8 STP 4x10 MT20HS 5x6 3x4 3x4 5x6 5x8 2x4 2x4 2x4 2x4 2x4 3x6 5x8 5x8 8x14 MT20HS 10x16 MT20HS 5x8 3x6 3x6 5x8 5x12 5x8 3x8 6-0-0 6-0-0 8-6-0 2-6-0 11-8-0 3-2-0 16-1-0 4-5-0 20-6-0 4-5-0 24-4-7 3-10-7 27-1-0 2-8-9 30-6-0 3-5-0 34-6-0 4-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 8-6-0 2-6-0 11-8-0 3-2-0 16-1-0 4-5-0 20-6-0 4-5-0 24-4-7 3-10-7 27-1-0 2-8-9 30-6-0 3-5-0 34-6-0 4-0-0 0- 4 - 1 8- 1 0 - 9 7- 2 - 9 3- 0 - 0 2- 0 - 0 1- 0 - 0 2- 0 - 0 8- 1 0 - 9 5.00 12 Plate Offsets (X,Y)-- [2:0-4-13,0-0-3], [3:0-3-4,0-2-0], [6:0-3-0,Edge], [8:0-5-12,0-2-8], [10:0-7-12,0-1-12], [17:0-6-0,0-2-12], [20:0-3-8,0-2-8], [22:Edge,0-3-8], [23:0-7-0,0-5-4], [25:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.64 0.91 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.68 -0.93 0.52 (loc) 22 22 12 l/defl >599 >437 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 264 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 8-10,10-11: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-24,22-23,17-21: 2x6 SP M 26, 5-22: 2x4 SP No.1 16-18,9-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 23-25,3-23: 2x4 SP No.2, 21-23: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-11 oc bracing. WEBS 1 Row at midpt 5-20, 7-19, 8-17, 10-17, 10-13, 11-12, 11-13 REACTIONS. (size)2=0-8-0, 12=0-3-8 Max Horz 2=460(LC 12) Max Uplift 2=-789(LC 12), 12=-756(LC 12) Max Grav 2=1699(LC 17), 12=1529(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3414/1875, 3-4=-7267/4605, 4-5=-8224/5460, 5-7=-4111/2820, 7-8=-2586/1879, 8-9=-1599/1302, 9-10=-1579/1286, 10-11=-739/571, 11-12=-1491/1143 BOT CHORD 2-25=-2114/3232, 4-23=-530/436, 22-23=-517/757, 5-21=-1775/2802, 20-21=-5342/7771, 19-20=-2712/3849, 18-19=-1682/2411, 17-18=-1628/2332, 9-17=-429/435 WEBS 3-25=-2536/1769, 23-25=-2566/3928, 3-23=-2445/3606, 21-23=-4321/6506, 4-21=-722/856, 5-20=-4195/2813, 7-20=-804/1365, 7-19=-1885/1346, 8-19=-772/1289, 8-17=-1051/675, 13-17=-541/787, 10-17=-1396/1929, 10-13=-1569/1208, 11-13=-890/1255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-6-0, Exterior(2) 20-6-0 to 28-11-13, Interior(1) 28-11-13 to 30-6-0, Exterior(2) 30-6-0 to 34-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 789 lb uplift at joint 2 and 756 lb uplift at joint 12. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss C02 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20636856 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:11 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-bVlSzrk9eg7jzj2_cIOyraPEc0bOrdHbOPjG6Vz_r1A Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 24 23 22 21 20 19 18 17 15 12 11 16 14 13 25 26 27 28 29 30 4x6 ST1.5x8 STP 5x8 3x6 5x6 3x4 5x8 4x6 2x4 2x4 3x6 7x10 5x8 8x14 MT20HS 6x8 3x4 3x6 5x8 3x6 5x8 2x4 2x4 2x4 2x4 6-0-0 6-0-0 8-6-0 2-6-0 13-9-0 5-3-0 19-0-0 5-3-0 25-6-0 6-6-0 27-1-0 1-7-0 31-1-0 4-0-0 32-0-0 0-11-0 34-6-0 2-6-0 -1-0-0 1-0-0 6-0-0 6-0-0 8-6-0 2-6-0 13-9-0 5-3-0 19-0-0 5-3-0 25-6-0 6-6-0 27-1-0 1-7-0 32-0-0 4-11-0 34-6-0 2-6-0 0- 4 - 1 8- 3 - 1 7- 2 - 9 2- 0 - 0 8- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-4-13,0-0-3], [3:0-3-0,0-3-0], [5:0-3-0,Edge], [7:0-5-12,0-2-8], [9:0-5-12,0-2-8], [21:0-3-8,0-2-4], [22:0-8-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.67 0.78 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.54 -0.74 0.35 (loc) 21-22 21-22 13 l/defl >750 >548 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 261 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 7-9,9-10: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-23,19-22: 2x6 SP M 26, 16-17: 2x4 SP No.3, 11-19: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 3-24,22-24,3-22: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-4 oc bracing. WEBS 1 Row at midpt 4-21, 6-20, 10-13, 7-18, 9-18 JOINTS 1 Brace at Jt(s): 12 REACTIONS. (size)2=0-8-0, 13=0-3-8 Max Horz 2=460(LC 12) Max Uplift 2=-789(LC 12), 13=-756(LC 12) Max Grav 2=1696(LC 17), 13=1529(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3408/1867, 3-4=-8596/5601, 4-6=-3932/2589, 6-7=-2485/1719, 7-8=-1763/1323, 8-9=-1763/1323, 9-10=-651/462, 11-13=-1498/1063, 10-11=-1492/1040 BOT CHORD 2-24=-2147/3204, 4-22=-1796/2792, 21-22=-5488/7983, 20-21=-2628/3686, 18-20=-1616/2288, 17-18=-407/585, 15-17=-405/572, 12-15=-405/572 WEBS 3-24=-2816/1995, 22-24=-2746/4111, 3-22=-3344/4793, 4-21=-4440/2954, 6-21=-540/1025, 6-20=-1724/1244, 7-20=-629/1064, 9-12=-1130/900, 10-12=-922/1328, 8-18=-522/521, 7-18=-720/479, 9-18=-1150/1600 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 19-0-0, Exterior(2) 19-0-0 to 27-5-13, Interior(1) 27-5-13 to 32-0-0, Exterior(2) 32-0-0 to 34-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 789 lb uplift at joint 2 and 756 lb uplift at joint 13. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss C03 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20636857 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:12 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-3hJqABkoP_FaatdAA?vBOnyNUQy7a5tkd2Spfxz_r19 Scale = 1:61.0 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 6x12 MT20HS ST1.5x8 STP ST1.5x8 STP 6x8 3x8 3x6 3x6 3x4 5x8 7x10 4x6 3x6 8-8-0 8-8-0 17-0-0 8-4-0 25-7-4 8-7-4 34-6-0 8-10-12 -1-0-0 1-0-0 8-8-0 8-8-0 17-0-0 8-4-0 22-8-0 5-8-0 25-7-4 2-11-4 28-4-0 2-8-12 34-0-0 5-8-0 34-6-0 0-6-0 0- 4 - 1 7- 5 - 1 6- 1 1 - 9 7- 5 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [4:0-4-0,0-2-2], [5:0-5-0,0-4-8], [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.78 0.75 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.21 0.01 (loc) 2-11 2-11 7 l/defl >840 >474 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 201 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 4-5,5-6: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-8, 6-7 REACTIONS. (size)2=0-8-0, 11=0-8-0, 7=0-3-8 Max Horz 2=462(LC 12) Max Uplift 2=-150(LC 12), 11=-844(LC 12), 7=-552(LC 12) Max Grav 2=372(LC 1), 11=1825(LC 17), 7=1195(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-359/254, 3-4=-1113/575, 4-5=-1032/671, 5-6=-1030/669, 6-7=-1046/797 BOT CHORD 8-9=-660/960 WEBS 3-11=-1619/1213, 3-9=-560/1033, 4-9=-251/320, 5-8=-727/687, 6-8=-851/1297, 4-8=-108/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2) 17-0-0 to 25-7-4, Interior(1) 25-7-4 to 34-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 2, 844 lb uplift at joint 11 and 552 lb uplift at joint 7. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss C04 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T20636858 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:13 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-XttDOXlQAINRC1CMkjQQx?VWaqEbJc3usiCMBOz_r18 Scale = 1:60.6 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 4x6 ST1.5x8 STP ST1.5x8 STP 5x6 3x4 6x8 3x8 3x6 5x8 3x6 3x8 3x4 5x8 8-8-0 8-8-0 15-0-0 6-4-0 24-9-0 9-9-0 34-6-0 9-9-0 -1-0-0 1-0-0 4-7-14 4-7-14 8-8-0 4-0-2 15-0-0 6-4-0 21-11-15 6-11-15 27-6-1 5-6-2 34-6-0 6-11-15 0- 4 - 1 6- 7 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [3:0-4-0,0-3-4], [6:0-3-0,0-3-0], [9:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.95 0.99 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.25 0.03 (loc) 2-12 2-12 8 l/defl >695 >400 n/a L/d 240 180 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-11: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-10, 6-8 REACTIONS. (size)8=0-3-8, 2=0-8-0, 12=0-8-0 Max Horz 2=417(LC 12) Max Uplift 8=-542(LC 12), 2=-155(LC 12), 12=-849(LC 12) Max Grav 8=1151(LC 17), 2=344(LC 17), 12=1837(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-361/342, 3-4=-980/532, 4-5=-840/574, 5-6=-1156/662 BOT CHORD 9-10=-774/1189, 8-9=-612/956 WEBS 3-12=-1638/1216, 3-10=-579/1072, 5-10=-526/317, 5-9=-154/281, 6-9=-163/498, 6-8=-1263/816 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2) 15-0-0 to 23-5-13, Interior(1) 23-5-13 to 34-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 542 lb uplift at joint 8, 155 lb uplift at joint 2 and 849 lb uplift at joint 12. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss C05 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T20636859 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:14 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-?4Rbbtm2xbVIqAnYIQxfTC1hgEgD20r15Mxwjqz_r17 Scale = 1:60.6 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 5x8 ST1.5x8 STP ST1.5x8 STP 5x6 3x4 6x8 3x8 5x6 3x6 3x6 3x4 3x4 3x4 3x6 8-8-0 8-8-0 13-0-0 4-4-0 20-2-9 7-2-9 27-3-7 7-0-13 34-6-0 7-2-9 -1-0-0 1-0-0 8-8-0 8-8-0 13-0-0 4-4-0 20-2-9 7-2-9 27-3-7 7-0-13 34-6-0 7-2-9 0- 4 - 1 5- 9 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [4:0-5-12,0-2-8], [6:0-3-0,0-3-0], [12:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.93 0.58 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.30 0.03 (loc) 2-13 2-13 8 l/defl >704 >330 n/a L/d 240 180 n/a PLATES MT20 Weight: 188 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-9, 6-8 REACTIONS. (size)8=0-3-8, 2=0-8-0, 13=0-8-0 Max Horz 2=366(LC 12) Max Uplift 8=-529(LC 12), 2=-152(LC 12), 13=-864(LC 12) Max Grav 8=1098(LC 1), 2=319(LC 17), 13=1765(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-372/402, 3-4=-710/427, 4-5=-1275/848, 5-6=-1078/674 BOT CHORD 2-13=-257/55, 12-13=-257/55, 11-12=-415/561, 9-11=-848/1274, 8-9=-673/1070 WEBS 3-13=-1557/1218, 3-12=-615/1071, 4-12=-602/465, 4-11=-550/894, 5-11=-390/400, 6-9=-61/413, 6-8=-1332/836 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 34-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 529 lb uplift at joint 8, 152 lb uplift at joint 2 and 864 lb uplift at joint 13. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss C06 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T20636860 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:15 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-TG?zoDngivd8RKMlr7Tu0QautexanTRAJ0hTFGz_r16 Scale = 1:60.6 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 5x8 ST1.5x8 STP 5x8 3x4 6x8 4x6 4x6 3x4 2x4 3x4 3x4 5x6 3x8 5-9-14 5-9-14 11-0-0 5-2-2 18-10-9 7-10-9 26-7-7 7-8-13 34-6-0 7-10-9 -1-0-0 1-0-0 5-9-14 5-9-14 11-0-0 5-2-2 18-10-9 7-10-9 26-7-7 7-8-13 34-6-0 7-10-9 0- 4 - 1 4- 1 1 - 1 5.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [5:0-4-0,0-3-0], [6:0-3-8,0-1-8], [9:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.78 0.90 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.43 0.15 (loc) 10-12 10-12 8 l/defl >999 >943 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-10-10 oc bracing. WEBS 1 Row at midpt 5-9 2 Rows at 1/3 pts 6-8 REACTIONS. (size)8=0-3-8, 2=0-8-0 Max Horz 2=316(LC 12) Max Uplift 8=-733(LC 12), 2=-812(LC 12) Max Grav 8=1529(LC 1), 2=1631(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3265/2064, 3-4=-2732/1739, 4-5=-2875/1841, 5-6=-2076/1313, 7-8=-239/251 BOT CHORD 2-13=-2177/2950, 12-13=-2177/2950, 10-12=-1693/2468, 9-10=-1848/2877, 8-9=-1313/2076 WEBS 3-12=-608/539, 4-12=-161/435, 4-10=-270/493, 5-9=-938/672, 6-9=-262/708, 6-8=-2373/1497 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 34-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 733 lb uplift at joint 8 and 812 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss C07 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T20636861 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:16 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-xSZL0ZnITDl?3UxxPr_7Yd70t1GNWxDKYgQ1ojz_r15 Scale = 1:60.6 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 5x8 ST1.5x8 STP 5x6 3x4 6x8 4x6 4x6 3x4 2x4 3x4 3x4 3x4 3x4 3x8 4x6 9-0-0 9-0-0 15-5-6 6-5-6 21-9-0 6-3-10 28-0-10 6-3-10 34-6-0 6-5-6 -1-0-0 1-0-0 4-9-14 4-9-14 9-0-0 4-2-2 15-5-6 6-5-6 21-9-0 6-3-10 28-0-10 6-3-10 34-6-0 6-5-6 0- 4 - 1 4- 1 - 1 5.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [6:0-3-0,0-3-0], [7:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.95 0.99 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.53 0.16 (loc) 12-13 12-13 9 l/defl >999 >776 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-10, 7-9 REACTIONS. (size)9=0-3-8, 2=0-8-0 Max Horz 2=265(LC 12) Max Uplift 9=-727(LC 12), 2=-819(LC 12) Max Grav 9=1529(LC 1), 2=1626(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3218/2110, 3-4=-2924/1822, 4-5=-3459/2233, 5-6=-3252/2011, 6-7=-2150/1336 BOT CHORD 2-15=-2160/2889, 13-15=-1758/2655, 12-13=-2234/3458, 10-12=-2008/3242, 9-10=-1336/2150 WEBS 3-15=-355/443, 4-15=-104/378, 4-13=-596/931, 5-13=-360/361, 5-12=-260/260, 6-12=-72/343, 6-10=-1283/828, 7-10=-361/803, 7-9=-2470/1530 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 34-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 727 lb uplift at joint 9 and 819 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss C08 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T20636862 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:18 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-trg5RFpY?q?jJo4KXG0be2CPrryd_qhd?_v7sbz_r13 Scale = 1:60.5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 6x8 ST1.5x8 STP 7x10 5x8 3x6 5x6 6x8 2x4 7x10 3x8 2x4 3x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 13-8-4 6-8-4 20-6-4 6-10-0 27-4-4 6-10-0 34-6-0 7-1-12 -1-0-0 1-0-0 13-8-4 13-8-4 20-6-4 6-10-0 27-4-4 6-10-0 34-6-0 7-1-12 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-3], [3:0-4-0,0-2-2], [5:0-5-0,0-4-8], [8:0-4-4,0-1-8], [9:0-4-8,0-4-8], [12:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.73 0.94 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.44 -0.64 0.11 (loc) 10-12 10-12 8 l/defl >922 >638 n/a L/d 240 180 n/a PLATES MT20 Weight: 438 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 *Except* 7-8: 2x6 SP No.2, 3-13,6-9,4-12,5-10: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-3-14 oc bracing. REACTIONS. (size)8=0-3-8, 2=0-8-0 Max Horz 2=212(LC 25) Max Uplift 8=-1693(LC 8), 2=-1589(LC 8) Max Grav 8=3552(LC 29), 2=3199(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7255/3419, 3-4=-9902/4786, 4-5=-9866/4730, 5-6=-6714/3213, 6-7=-6714/3213, 7-8=-3269/1754 BOT CHORD 2-13=-3215/6626, 12-13=-3211/6592, 10-12=-4783/9899, 9-10=-4735/9847 WEBS 3-13=-71/750, 7-9=-3347/6996, 3-12=-1707/3681, 6-9=-978/811, 4-12=-1071/826, 5-9=-3395/1651, 5-10=0/559 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1693 lb uplift at joint 8 and 1589 lb uplift at joint 2. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 428 lb down and 393 lb up at 7-0-0 on top chord, and 399 lb down and 164 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss C08 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T20636862 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:18 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-trg5RFpY?q?jJo4KXG0be2CPrryd_qhd?_v7sbz_r13 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-7=-70, 2-8=-20 Concentrated Loads (lb) Vert: 3=-196(F) 7=-165(F) 8=-72(F) 13=-375(F) 9=-63(F) 6=-134(F) 14=-134(F) 15=-134(F) 16=-134(F) 18=-134(F) 19=-134(F) 20=-134(F) 21=-134(F) 22=-134(F) 23=-134(F) 24=-134(F) 25=-134(F) 26=-134(F) 27=-63(F) 28=-63(F) 29=-63(F) 30=-63(F) 31=-63(F) 32=-63(F) 33=-63(F) 34=-63(F) 35=-63(F) 36=-63(F) 37=-63(F) 38=-63(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 2373691-GROZA-AUTRY Truss CJ1 Truss Type Corner Jack Qty 14 Ply 1 Job Reference (optional) T20636863 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:19 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-M1EUebqBm87awyfW4zXqAGljyFWOjTxmEefhO1z_r12 Scale = 1:6.5 1 2 3 4 2x4 ST1.5x8 STP 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0- 4 - 1 0- 9 - 1 0- 4 - 1 0 0- 9 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.13 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a 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=62(LC 12) Max Uplift 3=-11(LC 1), 2=-162(LC 12) Max Grav 3=29(LC 12), 2=163(LC 17), 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 3 and 162 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss CJ2 Truss Type Corner Jack Qty 8 Ply 1 Job Reference (optional) T20636864 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:20 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-qEosswrpXRFRY5Eieh23jTHvqfscSwBvTIOExUz_r11 Scale = 1:6.5 1 2 3 4 2x4 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0- 4 - 1 0- 9 - 1 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.12 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a 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=0-4-0, 4=Mechanical Max Horz 2=62(LC 12) Max Uplift 3=-6(LC 1), 2=-155(LC 12) Max Grav 3=23(LC 12), 2=158(LC 17), 4=19(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 3 and 155 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss CJ3 Truss Type Corner Jack Qty 6 Ply 1 Job Reference (optional) T20636865 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:20 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-qEosswrpXRFRY5Eieh23jTHtifraSwBvTIOExUz_r11 Scale = 1:10.8 1 2 3 4 2x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0- 4 - 1 1- 7 - 1 1- 2 - 1 0 1- 7 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.19 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a 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 3-0-0 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=112(LC 12) Max Uplift 3=-55(LC 12), 2=-180(LC 12) Max Grav 3=84(LC 17), 2=241(LC 17), 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 3 and 180 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss CJ5 Truss Type Corner Jack Qty 6 Ply 1 Job Reference (optional) T20636866 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:21 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-IQME3GrRIlNIAFpvCOZIFhqy828wBMR3iy8nTwz_r10 Scale = 1:15.8 1 2 3 4 3x8 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0- 4 - 1 2- 5 - 1 2- 0 - 1 0 2- 5 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.60 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 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=162(LC 12) Max Uplift 3=-131(LC 12), 2=-198(LC 12) Max Grav 3=177(LC 17), 2=326(LC 17), 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 3 and 198 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss D01 Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T20636867 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:22 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-mcwcGcs333V9nPO5m65XouN5ESNNwbxCwctL?Mz_r1? Scale = 1:46.1 1 2 3 4 5 6 7 11 10 9 8 12 13 14 5x6 ST1.5x8 STP 6x12 MT20HS 4x6 6x8 3x6 4x6 4x6 3x6 3x8 3x8 6x8 8-2-0 4- 1 0 - 4 7-4-4 7-4-4 15-8-0 8-3-12 15-9-12 0-1-12 21-1-8 5-3-12 -1-0-0 1-0-0 5-0-0 5-0-0 7-4-4 2-4-4 9-10-2 2-5-14 13-5-13 3-7-11 15-8-0 2-2-3 15-9-12 0-1-12 21-1-8 5-3-12 0- 4 - 1 6- 1 0 - 6 5.00 12 Plate Offsets (X,Y)-- [3:0-2-12,Edge], [4:0-5-9,Edge], [6:0-10-4,0-2-12], [9:0-4-12,0-1-8], [12:0-2-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.77 0.76 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.34 -0.82 0.03 -0.17 (loc) 9-11 9-11 8 9-11 l/defl >730 >301 n/a 607 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 142 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-6: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-12, 8-12 REACTIONS. (size)8=0-3-0, 2=0-8-0 Max Horz 2=436(LC 12) Max Uplift 8=-219(LC 12), 2=-261(LC 12) Max Grav 8=1542(LC 18), 2=1577(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3027/270, 3-4=-2348/124, 4-5=-1877/228, 5-6=-910/1995, 6-7=-846/1958 BOT CHORD 2-11=-683/2851, 9-11=-422/1906, 8-9=-416/1889 WEBS 4-11=0/1127, 5-12=-3862/1205, 9-12=0/1208, 6-12=-709/668, 7-12=-1992/870, 8-12=-2759/593, 3-11=-1257/417 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-11, Interior(1) 5-0-11 to 15-8-0, Exterior(2) 15-8-0 to 20-11-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 400.0lb AC unit load placed on the bottom chord, 11-7-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-12 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 219 lb uplift at joint 8 and 261 lb uplift at joint 2. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss D02 Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T20636868 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:23 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-EpU_UythpMd0PZzHJpcmL6vGrsiNf1dM9GduXpz_r1_ Scale = 1:41.7 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 17 5x6 ST1.5x8 STP 4x6 6x8 3x6 4x6 4x6 3x6 3x6 2x4 3x8 7x10 5x6 7-4-4 7-4-4 15-8-0 8-3-12 15-9-12 0-1-12 21-1-8 5-3-12 -1-0-0 1-0-0 5-0-0 5-0-0 7-4-4 2-4-4 9-10-2 2-5-14 12-3-6 2-5-5 13-8-0 1-4-10 15-9-12 2-1-12 21-1-8 5-3-12 0- 4 - 1 6- 0 - 6 5.00 12 Plate Offsets (X,Y)-- [4:0-5-9,Edge], [6:0-3-0,0-2-4], [10:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.71 0.71 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.28 -0.68 0.03 -0.14 (loc) 10-12 10-12 9 10-12 l/defl >890 >365 n/a 714 L/d 240 180 n/a 360 PLATES MT20 Weight: 142 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-6: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-13 REACTIONS. (size)9=0-3-0, 2=0-8-0 Max Horz 2=386(LC 12) Max Uplift 9=-205(LC 12), 2=-276(LC 12) Max Grav 9=1512(LC 18), 2=1571(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3089/405, 3-4=-2448/230, 4-5=-1965/311, 5-6=-469/1380, 6-7=-886/1823, 7-8=-749/1611 BOT CHORD 2-12=-756/2887, 10-12=-450/2007, 9-10=-433/2019 WEBS 4-12=0/1157, 5-13=-3425/848, 10-13=0/1147, 7-13=-452/443, 8-13=-1627/767, 9-13=-2744/575, 3-12=-1171/406, 6-13=-428/514 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-11, Interior(1) 5-0-11 to 13-8-0, Exterior(2) 13-8-0 to 20-11-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 400.0lb AC unit load placed on the bottom chord, 11-7-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-13 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 9 and 276 lb uplift at joint 2. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss D03 Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T20636869 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:24 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-i?2NhIuJaglt1jYTtW7?tJSPOG?MOW_VOwMS3Fz_r0z Scale = 1:36.4 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 5x6 ST1.5x8 STP 4x6 6x8 3x8 4x10 MT20HS 2x4 2x4 3x6 2x4 3x8 2x4 5x8 8-0-0 8-0-0 11-8-0 3-8-0 15-9-12 4-1-12 19-6-12 3-9-0 -1-0-0 1-0-0 8-0-0 8-0-0 9-10-2 1-10-2 10-3-0 0-4-14 11-8-0 1-5-0 15-9-12 4-1-12 19-6-12 3-9-0 0- 4 - 1 5- 2 - 6 5.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-1-12], [5:0-3-0,0-2-4], [9:0-4-12,0-1-8], [13:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.85 0.92 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in 0.47 -0.88 0.02 0.19 (loc) 2-11 2-11 8 9-11 l/defl >482 >259 n/a 489 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 118 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-7: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 3-11,4-13,6-9: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-13, 8-13 REACTIONS. (size)8=0-2-12, 2=0-8-0 Max Horz 2=335(LC 12) Max Uplift 8=-142(LC 12), 2=-281(LC 12) Max Grav 8=1458(LC 18), 2=1412(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2048/116, 3-4=-1822/333, 4-5=-93/625, 5-6=-90/674, 6-7=-68/535 BOT CHORD 2-11=-366/1825, 9-11=-366/1825, 8-9=-363/1810 WEBS 3-11=0/532, 4-12=-2515/439, 12-13=-2504/454, 9-13=0/1672, 6-13=-588/481, 7-13=-517/63, 8-13=-2871/577 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-8-0, Exterior(2) 11-8-0 to 19-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 400.0lb AC unit load placed on the bottom chord, 11-7-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-12, 12-13 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint 8 and 281 lb uplift at joint 2. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss D04 Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T20636870 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:25 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-ABblveuxL_tket7gREeEQX?a7gNk70hfca6?bhz_r0y Scale = 1:34.5 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 17 18 4x6 ST1.5x8 STP 4x6 4x6 3x6 4x10 MT20HS 4x6 2x4 2x4 3x6 2x4 4x12 0-2-6 0-2-6 8-0-0 7-9-10 9-8-0 1-8-0 15-9-12 6-1-12 19-6-12 3-9-0 -1-0-0 1-0-0 7-10-2 7-10-2 7-10-3 0-0-2 8-0-0 0-1-13 9-8-0 1-8-0 15-9-12 6-1-12 19-6-12 3-9-0 0- 4 - 1 4- 4 - 6 5.00 12 Plate Offsets (X,Y)-- [8:0-4-8,0-1-8], [12:0-6-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.85 0.78 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in 0.30 -0.52 0.03 -0.12 (loc) 2-10 10 7 8-10 l/defl >773 >440 n/a 773 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 117 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 3-12: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-0-15 oc bracing. WEBS 1 Row at midpt 7-12 2 Rows at 1/3 pts 3-12 REACTIONS. (size)7=0-2-12, 2=0-8-0 Max Horz 2=285(LC 12) Max Uplift 7=-128(LC 12), 2=-295(LC 12) Max Grav 7=1438(LC 18), 2=1397(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2344/248, 3-4=-558/118, 4-5=-477/93, 5-6=-486/83 BOT CHORD 2-10=-422/2112, 8-10=-422/2112, 7-8=-419/2106 WEBS 3-10=0/491, 3-11=-1842/523, 11-12=-1812/530, 8-12=0/1406, 5-12=-556/498, 6-12=-83/516, 7-12=-2843/566 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-8-0, Exterior(2) 9-8-0 to 18-1-13, Interior(1) 18-1-13 to 19-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 400.0lb AC unit load placed on the bottom chord, 11-7-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 3-11, 11-12 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 8-10 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 7 and 295 lb uplift at joint 2. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss D05 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T20636871 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:26 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-eO976_va6H0bG0is?x9TykXjx3o9sSAorErY77z_r0x Scale = 1:35.0 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 16 17 18 5x8 ST1.5x8 STP 4x6 6x8 6x8 3x8 4x6 2x4 2x4 3x8 3x8 2x4 2x4 5x8 5-10-4 5-10-4 12-4-0 6-5-12 14-1-12 1-9-12 19-6-12 5-5-0 -1-0-0 1-0-0 5-10-4 5-10-4 7-10-2 1-11-14 9-0-0 1-1-14 10-0-0 1-0-0 11-0-0 1-0-0 12-1-14 1-1-14 12-4-0 0-2-2 14-1-12 1-9-12 19-6-12 5-5-0 0- 4 - 1 3- 6 - 6 4- 6 - 1 3- 6 - 6 5.00 12 Plate Offsets (X,Y)-- [2:0-3-1,0-1-8], [8:0-5-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.98 0.45 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.30 -0.53 0.02 -0.14 (loc) 12-14 12-14 11 12-14 l/defl >776 >436 n/a 687 L/d 240 180 n/a 360 PLATES MT20 Weight: 112 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-5: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 3-14,4-6,9-12: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-11 REACTIONS. (size)11=0-2-12, 2=0-8-0 Max Horz 2=234(LC 12) Max Uplift 11=-363(LC 12), 2=-454(LC 12) Max Grav 11=1141(LC 18), 2=1299(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2011/652, 3-4=-1781/747, 4-5=-133/633, 5-6=-133/685, 6-7=-1679/747, 7-9=-1879/626, 9-10=-1739/585, 10-11=-425/264 BOT CHORD 2-14=-757/1795, 12-14=-757/1795, 11-12=-771/1843 WEBS 3-14=0/419, 4-15=-2533/966, 6-15=-2533/966, 8-12=0/752, 8-9=-386/367, 8-11=-1994/817, 8-10=-566/1737 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-0-0, Exterior(2) 10-0-0 to 12-3-10, Interior(1) 12-3-10 to 19-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 7-9, 4-15, 6-15 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-14 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 11 and 454 lb uplift at joint 2. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss D06 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T20636872 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:27 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-7ajVKKwCtb8RuAH2YfgiVy4vJT3abxax4ub6gaz_r0w Scale = 1:35.4 1 2 3 4 5 6 7 8 9 12 11 10 13 14 3x6 ST1.5x8 STP 5x8 3x4 5x6 4x10 MT20HS 2x4 2x4 3x8 3x8 2x4 7x10 5-10-4 5-10-4 14-1-12 8-3-8 14-4-0 0-2-4 19-6-12 5-2-12 -1-0-0 1-0-0 5-10-4 5-10-4 7-10-2 1-11-14 9-0-0 1-1-14 10-0-0 1-0-0 11-0-0 1-0-0 12-1-14 1-1-14 14-1-12 1-11-14 14-4-0 0-2-4 19-6-12 5-2-12 0- 4 - 1 2- 8 - 6 4- 6 - 1 2- 8 - 6 5.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-3], [5:0-3-0,Edge], [7:0-2-11,Edge], [8:0-0-0,0-0-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.94 0.82 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.44 -0.77 0.01 -0.16 (loc) 10-12 10-12 8 10-12 l/defl >524 >296 n/a 637 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 100 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 7-9: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 8-11: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-7-14 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-2-12 Max Horz 2=184(LC 12) Max Uplift 2=-460(LC 12), 8=-354(LC 12) Max Grav 2=1286(LC 18), 8=1119(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2059/700, 3-4=-1744/757, 4-5=-360/1522, 5-6=-349/1482, 6-7=-1797/765, 7-8=-1797/744 BOT CHORD 2-12=-714/1820, 10-12=-714/1820, 8-10=-735/1719 WEBS 3-12=0/594, 4-6=-3417/1197, 7-10=0/513 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-0-0, Exterior(2) 10-0-0 to 14-7-8, Interior(1) 14-7-8 to 19-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 460 lb uplift at joint 2 and 354 lb uplift at joint 8. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss D07 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T20636873 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:27 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-7ajVKKwCtb8RuAH2YfgiVy4wiT5mbwvx4ub6gaz_r0w Scale = 1:35.4 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 3x6 ST1.5x8 STP 5x6 2x4 6x8 5x6 5x6 2x4 2x4 3x8 3x8 2x4 3x4 5-10-4 5-10-4 14-1-12 8-3-8 16-4-0 2-2-4 19-6-12 3-2-12 -1-0-0 1-0-0 5-10-4 5-10-4 7-10-2 1-11-14 9-0-0 1-1-14 10-0-0 1-0-0 11-0-0 1-0-0 12-1-14 1-1-14 14-1-12 1-11-14 16-4-0 2-2-4 19-6-12 3-2-12 0- 4 - 1 1- 1 0 - 6 4- 6 - 1 1- 1 0 - 6 5.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-3], [5:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.85 0.68 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.39 -0.69 0.03 -0.15 (loc) 11-13 11-13 10 11-13 l/defl >592 >333 n/a 660 L/d 240 180 n/a 360 PLATES MT20 Weight: 99 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 8-9: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 10-12: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-9-15 oc bracing. REACTIONS. (size)10=0-2-12, 2=0-8-0 Max Horz 2=169(LC 11) Max Uplift 10=-340(LC 12), 2=-463(LC 12) Max Grav 10=1146(LC 19), 2=1282(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2083/732, 3-4=-1746/788, 4-5=-327/1369, 5-6=-362/1350, 6-7=-1754/753, 7-8=-2126/770 BOT CHORD 2-13=-647/1811, 11-13=-647/1811, 10-11=-848/2178 WEBS 3-13=0/554, 4-6=-3242/1211, 7-11=-91/816, 8-11=-540/279, 8-10=-2407/920 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-0-0, Exterior(2) 10-0-0 to 16-0-0, Interior(1) 16-0-0 to 19-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 7-8, 4-6 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 10 and 463 lb uplift at joint 2. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss D08 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T20636874 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:29 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-3yrGl?xSPCO97UQRg4jAaN9FSHlP3r_EXC4DkSz_r0u Scale = 1:36.0 1 2 3 4 5 6 7 811109 14 15 16 17 3x6 ST1.5x8 STP 2x4 2x4 5x6 4x10 MT20HS 2x4 2x4 3x8 3x8 2x4 2x4 4x6 2x4 8-0-0 3- 2 - 0 5-10-4 5-10-4 14-1-12 8-3-8 18-4-0 4-2-4 19-6-12 1-2-12 -1-0-0 1-0-0 5-10-4 5-10-4 7-10-2 1-11-14 9-0-0 1-1-14 10-0-0 1-0-0 11-0-0 1-0-0 12-1-14 1-1-14 14-1-12 1-11-14 18-4-0 4-2-4 19-6-12 1-2-12 0- 4 - 1 1- 0 - 6 4- 6 - 1 0- 6 - 4 1- 0 - 6 5.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-0-3], [5:0-3-0,Edge], [8:0-0-13,0-1-12], [8:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.90 0.73 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.42 -0.74 0.03 -0.15 (loc) 9-11 9-11 8 9-11 l/defl >552 >311 n/a 666 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 91 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 12-13: 2x4 SP No.3 BOT CHORD 2x6 SP M 26 *Except* 8-10: 2x6 SP No.2 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 8-7-5 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-2-12 Max Horz 2=206(LC 11) Max Uplift 2=-470(LC 12), 8=-348(LC 12) Max Grav 2=1274(LC 18), 8=1179(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2128/781, 3-4=-1771/838, 4-5=-525/1479, 5-6=-503/1496, 6-7=-1758/860, 7-8=-2127/818 BOT CHORD 2-11=-601/1830, 9-11=-601/1830, 8-9=-601/1830 WEBS 3-11=0/584, 4-6=-3381/1480, 7-9=0/614 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-0-0, Exterior(2) 10-0-0 to 16-0-0, Interior(1) 16-0-0 to 19-5-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 470 lb uplift at joint 2 and 348 lb uplift at joint 8. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss D09 Truss Type COMMON Qty 1 Ply 1 Job Reference (optional) T20636875 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:30 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-X9PeyLy4AWW0le?dEnEP7aiQmh4soIlOmspmGvz_r0t Scale = 1:35.1 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 3x6 ST1.5x8 STP ST1.5x8 STP 3x8 5x6 4x10 MT20HS 3x8 3x8 2x4 2x4 2x4 2x4 8-0-0 3- 2 - 0 5-10-4 5-10-4 14-1-12 8-3-8 20-0-0 5-10-4 -1-0-0 1-0-0 5-10-4 5-10-4 7-10-2 1-11-14 9-0-0 1-1-14 10-0-0 1-0-0 11-0-0 1-0-0 12-1-14 1-1-14 14-1-12 1-11-14 20-0-0 5-10-4 0- 4 - 1 4- 6 - 1 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-3], [5:0-3-0,Edge], [8:0-3-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.92 0.78 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.43 -0.77 0.03 -0.15 (loc) 9-11 9-11 8 9-11 l/defl >536 >301 n/a 661 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 91 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 *Except* 8-10: 2x6 SP No.2 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 8-4-14 oc bracing. REACTIONS. (size)8=0-8-0, 2=0-8-0 Max Horz 2=206(LC 11) Max Uplift 8=-353(LC 12), 2=-474(LC 12) Max Grav 8=1187(LC 19), 2=1286(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2179/799, 3-4=-1813/852, 4-5=-552/1532, 5-6=-530/1560, 6-7=-1793/874, 7-8=-2154/831 BOT CHORD 2-11=-619/1868, 9-11=-619/1868, 8-9=-619/1868 WEBS 4-6=-3495/1525, 7-9=0/596, 3-11=0/606 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-0-0, Exterior(2) 10-0-0 to 16-0-0, Interior(1) 16-0-0 to 19-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint 8 and 474 lb uplift at joint 2. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss D10 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T20636876 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:32 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-TXWON1_Ki7mk_x90LCGtC?nudUsnGFJhDAItLnz_r0r Scale = 1:36.8 1 2 3 4 6 8 5 7 9 10 12 14 11 13 15 16 21 20 19 18 17 22 23 24 25 26 27 28 29 30 31 32 33 34 35 4x6 ST1.5x8 STP ST1.5x8 STP 5x8 5x8 3x4 5x8 7x10 5x6 5x8 8x10 7x10 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 2-0-0 2-0-0 6-0-14 4-0-14 10-0-0 3-11-2 13-11-2 3-11-2 18-0-0 4-0-14 20-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 6-0-14 4-0-14 10-0-0 3-11-2 13-11-2 3-11-2 18-0-0 4-0-14 20-0-0 2-0-0 21-0-0 1-0-0 0- 4 - 1 1- 2 - 1 4- 6 - 1 0- 4 - 1 1- 2 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [9:0-5-0,0-2-8], [15:0-2-0,Edge], [19:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.32 0.43 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.11 0.03 (loc) 18 18 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 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 4-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-4 oc bracing. JOINTS 1 Brace at Jt(s): 7, 10 REACTIONS. (size)2=0-8-0, 15=0-8-0 Max Horz 2=-213(LC 30) Max Uplift 2=-564(LC 8), 15=-564(LC 8) Max Grav 2=1008(LC 36), 15=1008(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1765/821, 3-4=-1368/593, 4-6=-1338/682, 6-8=-1295/710, 3-5=-702/398, 5-7=-702/398, 7-9=-702/398, 9-10=-739/398, 10-12=-739/398, 12-14=-739/398, 8-11=-1311/710, 11-13=-1355/682, 13-14=-1383/593, 14-15=-1775/821 BOT CHORD 2-21=-664/1696, 20-21=-664/1696, 19-20=-126/600, 18-19=-126/600, 17-18=-664/1547, 15-17=-664/1547 WEBS 3-20=-153/400, 5-20=-309/236, 9-20=-689/1407, 9-18=-689/1366, 12-18=-306/236, 14-18=-153/366, 8-9=-380/767, 4-5=-289/220, 12-13=-287/220 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 564 lb uplift at joint 2 and 564 lb uplift at joint 15. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 276 lb down and 229 lb up at 2-1-12, and 276 lb down and 229 lb up at 17-10-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLINS AS SPECIFIED. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss D10 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T20636876 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:32 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-TXWON1_Ki7mk_x90LCGtC?nudUsnGFJhDAItLnz_r0r LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-8=-70, 8-14=-70, 14-16=-70, 2-15=-20 Concentrated Loads (lb) Vert: 3=67(B) 14=67(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 2373691-GROZA-AUTRY Truss E02 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T20636877 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:32 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:QWOAcDfhNn0fIx5qO5ssLBz_rg9-TXWON1_Ki7mk_x90LCGtC?nu3UvwGKyhDAItLnz_r0r Scale = 1:20.8 1 2 3 4 5 6 4x6 ST1.5x8 STP ST1.5x8 STP 3x8 3x8 2x4 4-8-0 4-8-0 9-4-0 4-8-0 -1-0-0 1-0-0 4-8-0 4-8-0 9-4-0 4-8-0 10-4-0 1-0-0 0- 4 - 1 2- 3 - 6 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [4:0-4-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.36 0.23 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 0.01 (loc) 4-6 2-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 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)2=0-8-0, 4=0-8-0 Max Horz 2=-110(LC 10) Max Uplift 2=-295(LC 12), 4=-295(LC 12) Max Grav 2=483(LC 1), 4=483(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-562/473, 3-4=-562/473 BOT CHORD 2-6=-275/459, 4-6=-275/459 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 295 lb uplift at joint 2 and 295 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss E03 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T20636878 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:34 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:QWOAcDfhNn0fIx5qO5ssLBz_rg9-Pwe9oj?bEl0SDFJOTdILHQsHyIamkEczhUnzPgz_r0p Scale = 1:21.6 1 2 3 4 5 6 7 9 8 10 11 12 13 14 15 3x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 2x4 2x4 2x4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 2-0-0 2-0-0 7-4-0 5-4-0 9-4-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 7-4-0 5-4-0 9-4-0 2-0-0 10-4-0 1-0-0 0- 4 - 1 1- 2 - 1 2- 3 - 6 0- 4 - 1 1- 2 - 1 5.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.14 0.27 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.01 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 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 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)2=0-8-0, 6=0-8-0 Max Horz 2=110(LC 7) Max Uplift 2=-334(LC 8), 6=-335(LC 8) Max Grav 2=520(LC 36), 6=514(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-848/313, 3-5=-516/235, 5-6=-861/313 BOT CHORD 2-9=-220/771, 8-9=-240/751, 6-8=-220/775 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 334 lb uplift at joint 2 and 335 lb uplift at joint 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-5=-70, 5-7=-70, 2-6=-20 Concentrated Loads (lb) Vert: 10=67(B) 12=67(B) TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLINS AS SPECIFIED. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss EJ2 Truss Type Jack-Open Qty 12 Ply 1 Job Reference (optional) T20636879 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:34 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-Pwe9oj?bEl0SDFJOTdILHQsHBIePkFfzhUnzPgz_r0p Scale = 1:8.7 1 2 3 4 2x4 ST1.5x8 STP 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0- 4 - 1 1- 2 - 1 0- 9 - 1 0 1- 2 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.13 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 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 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=88(LC 12) Max Uplift 3=-34(LC 9), 2=-147(LC 12) Max Grav 3=58(LC 17), 2=188(LC 17), 4=38(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 3 and 147 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss EJ6 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) T20636880 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:35 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-u6CX?30D?28JrPub0KqaqePGhiszTiv7w8XXy6z_r0o Scale = 1:20.7 1 2 5 3 43x8 ST1.5x8 STP 6-9-8 6-9-8 -1-0-0 1-0-0 6-9-8 6-9-8 0- 4 - 1 3- 2 - 0 2- 9 - 9 3- 2 - 0 5.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.91 0.53 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 -0.00 (loc) 2-4 2-4 3 l/defl >765 >382 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 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 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=207(LC 12) Max Uplift 3=-192(LC 12), 2=-222(LC 12) Max Grav 3=254(LC 17), 2=408(LC 17), 4=128(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 3 and 222 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss EJ7 Truss Type Jack-Open Qty 28 Ply 1 Job Reference (optional) T20636881 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:36 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-MJmvDP1rmMGATZTna2LpMryQ059cC99G8nG4UYz_r0n Scale = 1:21.1 1 2 5 3 43x8 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 1.00 0.70 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.21 -0.00 (loc) 2-4 2-4 3 l/defl >523 >382 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 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. 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=213(LC 12) Max Uplift 3=-174(LC 12), 2=-225(LC 12) Max Grav 3=241(LC 17), 2=418(LC 17), 4=127(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and 225 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss EJ71 Truss Type Jack-Open Qty 9 Ply 1 Job Reference (optional) T20636882 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:36 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-MJmvDP1rmMGATZTna2LpMryUl581C8HG8nG4UYz_r0n Scale = 1:21.1 1 2 3 7 6 8 4 5 3x4 ST1.5x8 STP 3x4 3x8 3x4 2-8-0 2-8-0 7-0-0 4-4-0 -1-0-0 1-0-0 2-8-0 2-8-0 7-0-0 4-4-0 0- 4 - 1 3- 3 - 1 2- 7 - 1 2- 1 0 - 1 0 0- 8 - 0 5.00 12 Plate Offsets (X,Y)-- [2:0-1-14,Edge], [3:0-5-4,0-1-8], [6:0-0-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.76 0.73 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.23 0.06 (loc) 5-6 5-6 5 l/defl >377 >349 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-7: 2x4 SP No.3 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 7-4-12 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=213(LC 12) Max Uplift 4=-149(LC 12), 2=-217(LC 12), 5=-14(LC 12) Max Grav 4=217(LC 17), 2=433(LC 17), 5=138(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-521/388 BOT CHORD 2-7=-633/537, 3-6=-253/295 WEBS 3-7=-341/406 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 4, 217 lb uplift at joint 2 and 14 lb uplift at joint 5.This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss G01 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) T20636883 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:37 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-qVKHQk2TWgO14j1z8ls2v2UiKVc6xcOQNR0e0?z_r0m Scale = 1:14.5 1 2 3 4 2x4 ST1.5x8 STP ST1.5x8 STP 2x4 3x6 4-10-0 4-10-0 -1-0-0 1-0-0 4-10-0 4-10-0 0- 4 - 1 2- 4 - 4 5.00 12 Plate Offsets (X,Y)-- [2:0-6-10,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.52 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 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 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-6-0, 2=0-8-0 Max Horz 2=156(LC 12) Max Uplift 4=-100(LC 12), 2=-195(LC 12) Max Grav 4=210(LC 17), 2=315(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-181/276 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 4 and 195 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss G02 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T20636884 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:38 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-Ihufd425HzWuiscAiTNHRG1n3vnBg1bZc5lBYRz_r0l Scale = 1:23.4 1 2 3 4 5 6 5x6 ST1.5x8 STP ST1.5x8 STP 3x6 6x8 3x4 NAILED 6-9-8 6-9-8 7-10-0 1-0-8 -1-0-0 1-0-0 6-9-8 6-9-8 7-10-0 1-0-8 0- 4 - 1 3- 2 - 0 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.90 0.95 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.38 0.00 (loc) 2-5 2-5 5 l/defl >483 >235 n/a L/d 240 180 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 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. (size)5=0-6-0, 2=0-8-0 Max Horz 2=210(LC 8) Max Uplift 5=-675(LC 8), 2=-287(LC 8) Max Grav 5=1120(LC 25), 2=535(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-314/88, 4-5=-400/421 BOT CHORD 2-5=-154/254 WEBS 3-5=-569/443 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 675 lb uplift at joint 5 and 287 lb uplift at joint 2. 6) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 287 lb down and 296 lb up at 7-8-4 on top chord, and 489 lb down and 229 lb up at 6-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 3=-150(F) 4=-177(F) 6=-460(F) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss HJ2 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) T20636885 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:39 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-muS2rQ3j2HelK0BMFAuW_Ta5lJK8PVuiqlVk5tz_r0k Scale = 1:8.5 1 2 5 3 6 4 2x4 NAILED NAILED NAILED NAILED 2-9-3 2-9-3 -1-5-0 1-5-0 2-9-3 2-9-3 0- 4 - 1 1- 1 - 1 3 0- 9 - 1 2 1- 1 - 1 3 3.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.33 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a 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 2-9-3 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=86(LC 8) Max Uplift 3=-66(LC 14), 2=-263(LC 8) Max Grav 3=94(LC 24), 2=236(LC 28), 4=47(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 66 lb uplift at joint 3 and 263 lb uplift at joint 2. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=91(F=45, B=45) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss HJ6 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T20636886 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:40 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-E4?Q2m4MpbmbxAmYptPlXh6ASjUb8wIs3PEIdKz_r0j Scale = 1:20.6 1 2 3 6 5 7 8 9 4 10 11 12 3x6 3x4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 9-6-8 9-6-8 -1-5-0 1-5-0 5-0-12 5-0-12 6-7-7 1-6-10 9-6-8 2-11-1 0- 4 - 1 3- 1 - 1 2 3.54 12 Plate Offsets (X,Y)-- [2:0-3-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.72 0.89 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.57 0.01 (loc) 2-6 2-6 6 l/defl >379 >191 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-6-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=206(LC 8) Max Uplift 4=-67(LC 24), 2=-384(LC 8), 6=-220(LC 8) Max Grav 4=55(LC 17), 2=547(LC 28), 6=487(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-671/321 BOT CHORD 2-6=-409/577 WEBS 3-6=-690/489 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) n/a 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 67 lb uplift at joint 4, 384 lb uplift at joint 2 and 220 lb uplift at joint 6. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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=-70, 2-5=-20 Concentrated Loads (lb) Vert: 7=94(F=47, B=47) 9=-97(F=-49, B=-49) 12=-36(F=-18, B=-18) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss HJ7 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T20636887 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:41 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-iGZoG65_auuSZKLlNbw_3ufPZ6wVtJS?I3_r9mz_r0i Scale = 1:21.2 1 2 3 7 6 5 8 9 10 4 11 12 13 3x4 2x4 3x4 3x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-2-9 5-2-9 9-10-1 4-7-8 -1-5-0 1-5-0 5-2-9 5-2-9 9-10-1 4-7-8 0- 4 - 1 3- 2 - 1 3 0- 4 - 1 2- 1 0 - 1 2 3- 2 - 1 3 3.54 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.50 0.46 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.01 (loc) 2-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a 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.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-5-9 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=212(LC 8) Max Uplift 4=-139(LC 8), 2=-392(LC 8), 6=-148(LC 8) Max Grav 4=168(LC 28), 2=565(LC 28), 6=377(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1038/368 BOT CHORD 2-7=-480/921, 6-7=-480/921 WEBS 3-7=0/260, 3-6=-976/508 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 139 lb uplift at joint 4, 392 lb uplift at joint 2 and 148 lb uplift at joint 6. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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=-70, 2-5=-20 Concentrated Loads (lb) Vert: 8=94(F=47, B=47) 10=-97(F=-49, B=-49) 13=-36(F=-18, B=-18) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss HJ21 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T20636888 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:40 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-E4?Q2m4MpbmbxAmYptPlXh6HwjgP8y8s3PEIdKz_r0j Scale = 1:8.4 1 2 5 3 6 4 2x4 ST1.5x8 STP NAILED NAILED NAILED NAILED 2-8-7 2-8-7 -1-5-0 1-5-0 2-8-7 2-8-7 0- 4 - 1 1- 1 - 1 0 0- 9 - 8 1- 1 - 1 0 3.54 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.30 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a 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 2-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-8, 4=Mechanical Max Horz 2=84(LC 8) Max Uplift 3=-64(LC 14), 2=-257(LC 8) Max Grav 3=92(LC 24), 2=226(LC 1), 4=47(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 64 lb uplift at joint 3 and 257 lb uplift at joint 2. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=84(F=42, B=42) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss K Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T20636889 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:42 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-AT7ATS6cLC1JBUwxxISDc6CbaWJfcsZ9XjjPhCz_r0h Scale = 1:15.7 1 2 3 4 5 6 7 8 9 10 4x6 ST1.5x8 STP ST1.5x8 STP 2x4 2x4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 2-9-3 2-9-3 5-6-6 2-9-3 -1-5-0 1-5-0 2-9-3 2-9-3 5-6-6 2-9-3 6-11-6 1-5-0 0- 4 - 1 1- 1 - 1 3 0- 4 - 1 3.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.42 0.21 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 0.01 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-7-8, 4=0-7-8 Max Horz 2=-39(LC 6) Max Uplift 2=-312(LC 8), 4=-312(LC 8) Max Grav 2=269(LC 30), 4=269(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-818/456, 3-4=-818/456 BOT CHORD 2-6=-413/808, 4-6=-413/808 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 312 lb uplift at joint 2 and 312 lb uplift at joint 4. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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=-70, 3-5=-70, 2-4=-20 Concentrated Loads (lb) Vert: 3=108(F=54, B=54) 6=-7(F=-3, B=-3) 7=90(F=45, B=45) 8=90(F=45, B=45) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss L Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) T20636890 8.240 s Apr 4 2020 MiTek Industries, Inc. Mon Jul 6 11:53:30 2020 Page 1 Builders FirstSource, Fort Piece, FL 34945 ID:ajWjtFfleUEpwqykERXAM?yIE4v-MPxT79QI7o2NADQFwXXHZ5Eia5iDPDoJAjph9Kz_p63 Scale = 1:35.0 1 2 3 4 5 7 6 9 8 2x4 ST1.5x8 STP 5x6 5x8 3x4 2x4 3x4 10-3-3 10-3-3 13-5-0 3-1-13 -1-0-0 1-0-0 6-8-9 6-8-9 10-3-3 3-6-10 13-5-0 3-1-13 0- 4 - 1 5- 1 1 - 2 3- 1 1 - 2 2- 0 - 0 5.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-4-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.64 0.75 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.59 0.06 (loc) 2-7 2-7 8 l/defl >578 >264 n/a L/d 240 180 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-7: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-10 oc bracing. REACTIONS.(lb/size)2=680/0-8-0, 8=577/0-3-8 Max Horz 2=370(LC 12) Max Uplift 2=-317(LC 12), 8=-341(LC 12) Max Grav 2=715(LC 17), 8=658(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1546/865, 3-9=-1445/875, 3-4=-792/322, 6-8=-658/397 BOT CHORD 2-7=-1115/1497, 6-7=-387/673 WEBS 3-7=-747/685, 4-7=-290/604, 4-6=-868/496 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 2 and 341 lb uplift at joint 8. LOAD CASE(S) Standard VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss V03 Truss Type VALLEY Qty 1 Ply 1 Job Reference (optional) T20636891 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:44 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-7rFxu87stpH1Qn4J2jUhhXH?vK034lLS_1CVm5z_r0f Scale = 1:29.8 1 2 3 4 5 8 7 69 2x4 3x4 3x6 2x4 2x4 3x4 2x4 6-1-8 6-1-8 -1-1-0 1-1-0 4-7-0 4-7-0 6-1-8 1-6-8 2- 8 - 8 4- 7 - 6 3- 1 1 - 1 1 5.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.18 0.15 0.11 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: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)8=6-1-8, 6=6-1-8, 7=6-1-8 Max Horz 8=246(LC 12) Max Uplift 8=-74(LC 8), 6=-56(LC 12), 7=-280(LC 12) Max Grav 8=218(LC 1), 6=156(LC 18), 7=434(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 7-8=-302/164 WEBS 3-7=-264/371, 2-7=-206/384 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 8, 56 lb uplift at joint 6 and 280 lb uplift at joint 7.This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss V04 Truss Type VALLEY Qty 1 Ply 1 Job Reference (optional) T20636892 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:45 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-b1pJ5U8Ue7Pu2xfWcR?wEkq4PkKNpC_bDhy3IXz_r0e Scale = 1:24.8 1 2 3 4 7 6 5 2x4 6x8 4x6 2x4 2x4 3x4 4-7-0 4-7-0 6-1-8 1-6-8 -1-1-0 1-1-0 4-7-0 4-7-0 6-1-8 1-6-8 1- 1 0 - 8 3- 9 - 6 3- 1 - 1 1 5.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.27 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.02 -0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 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. (size)7=6-1-8, 5=6-1-8, 6=6-1-8 Max Horz 7=205(LC 12) Max Uplift 7=-149(LC 12), 5=-51(LC 12), 6=-149(LC 12) Max Grav 7=289(LC 1), 5=44(LC 18), 6=332(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-253/349 BOT CHORD 6-7=-269/130 WEBS 3-6=-213/301, 2-6=-139/286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;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 149 lb uplift at joint 7, 51 lb uplift at joint 5 and 149 lb uplift at joint 6.This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss V05 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T20636893 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:46 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-3ENhJp96PRXlf5DiA8W9myMBd7fcYfokSLhcqzz_r0d Scale = 1:20.4 1 2 3 4 5 7 6 4x6 2x4 2x4 3x12 MT20HS 3x4 2x4 6-1-8 6-1-8 -1-1-0 1-1-0 4-8-10 4-8-10 6-1-8 1-4-14 1- 0 - 8 3- 0 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-8-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.80 0.33 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 -0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 MT20HS Weight: 36 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E 2-8-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=6-1-8, 2=6-1-8, 7=6-1-8 Max Horz 2=138(LC 12) Max Uplift 6=-49(LC 8), 2=-165(LC 12), 7=-129(LC 12) Max Grav 6=12(LC 1), 2=302(LC 17), 7=337(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-235/396 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) 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 49 lb uplift at joint 6, 165 lb uplift at joint 2 and 129 lb uplift at joint 7. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss V06 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T20636894 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:46 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-3ENhJp96PRXlf5DiA8W9myMLB7ijYeYkSLhcqzz_r0d Scale = 1:17.3 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 6-5-12 6-5-12 0- 0 - 4 2- 8 - 6 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.19 0.14 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-5-2, 4=6-5-2, 5=6-5-2 Max Horz 1=141(LC 12) Max Uplift 4=-64(LC 12), 5=-186(LC 12) Max Grav 1=76(LC 1), 4=125(LC 17), 5=360(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-251/109 WEBS 2-5=-289/450 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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 64 lb uplift at joint 4 and 186 lb uplift at joint 5. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss V07 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T20636895 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:47 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-XQw3W99lAkfcHFoujs1OJ9vSyX14H7tug?RANQz_r0c Scale: 1"=1' 1 2 3 2x4 2x4 2x4 4-5-12 4-5-12 0- 0 - 4 1- 1 0 - 6 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.38 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 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 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-5-2, 3=4-5-2 Max Horz 1=91(LC 12) Max Uplift 1=-56(LC 12), 3=-94(LC 12) Max Grav 1=171(LC 17), 3=183(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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 56 lb uplift at joint 1 and 94 lb uplift at joint 3. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 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 2373691-GROZA-AUTRY Truss V08 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T20636896 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 08:42:48 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:ajWjtFfleUEpwqykERXAM?yIE4v-?cURkVANx2nTvPN5HZYdrNRhfxQd0a71vfAjvsz_r0b Scale: 1.5"=1' 1 2 3 2x4 2x4 2x4 2-5-12 2-5-12 0- 0 - 4 1- 0 - 6 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.06 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-5-2, 3=2-5-2 Max Horz 1=40(LC 12) Max Uplift 1=-25(LC 12), 3=-42(LC 12) Max Grav 1=75(LC 17), 3=81(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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 25 lb uplift at joint 1 and 42 lb uplift at joint 3. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 6,2020 P R O D U C T C O D E A P P R O V A L S L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 2 1 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c o r o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 5 / 1 9 / 2 0 2 0 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s . d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s