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HomeMy WebLinkAboutAPPROVED Truss6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2941846-PSLP-TAMEZ - Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 38 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: PSL PROPPERTIES Project Name: TAMEZ Model: . Subdivision: . Address: MYRTLE DR, . 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: September 24,2021 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Fort Pierce). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T25455673 A1 Date 9/24/212T25455674A29/24/213T25455675A39/24/214T25455676A49/24/215T25455677A59/24/216T25455678A69/24/217T25455679A79/24/218T25455680B19/24/219T25455681B29/24/2110T25455682B39/24/2111T25455683B49/24/2112T25455684B59/24/2113T25455685B69/24/2114T25455686B79/24/2115T25455687B89/24/2116T25455688B99/24/2117T25455689C19/24/2118T25455690C29/24/2119T25455691C39/24/2120T25455692C49/24/2121T25455693CJ19/24/2122T25455694CJ29/24/21 No.Seal#Truss Name 23 T25455695 CJ3 Date 9/24/2124T25455696CJ49/24/2125T25455697CJ59/24/2126T25455698CJ69/24/2127T25455699D19/24/2128T25455700D29/24/2129T25455701D39/24/2130T25455702EJ79/24/2131T25455703EJ719/24/2132T25455704EJ729/24/2133T25455705HJ79/24/2134T25455706HJ719/24/2135T25455707V19/24/2136T25455708V29/24/2137T25455709V39/24/2138T25455710V49/24/21 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 2941846-PSLP-TAMEZ Truss A1 Truss Type Half Hip Girder Qty 1 Ply 3 Job Reference (optional) T25455673 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-?vW1coGXe9pfhhi2zE1a6J0igEQUMCi51rOlMUyaQn? Scale = 1:59.6 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 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 4x4 3x6 3x8 7x10 2x4 2x4 7x10 2x4 8x10 8x10 5x8 3x4 3x6 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED1-8-87-5-8 7-5-8 13-2-7 5-8-15 18-11-6 5-8-15 24-0-0 5-0-10 28-7-2 4-7-2 33-4-0 4-8-14 -1-0-0 1-0-0 7-0-0 7-0-0 13-2-7 6-2-7 18-11-6 5-8-15 24-0-0 5-0-10 28-7-2 4-7-2 33-4-0 4-8-14 0-4-33-10-31-8-86.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-7-7,0-0-10], [3:0-4-0,0-1-15], [4:0-5-0,0-4-8], [6:0-5-0,0-4-8], [13:0-3-12,0-4-0], [15:0-5-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.83 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.72 0.29 0.60 (loc) 13-14 13-14 9 13-14 l/defl >999 >548 n/a >656 L/d 360 240 n/a 240 PLATES MT20 Weight: 665 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 *Except* 5-12: 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)9=Mechanical, 2=0-7-10 Max Horz 2=224(LC 8) Max Uplift 9=-1520(LC 8), 2=-1494(LC 8) Max Grav 9=2817(LC 36), 2=2613(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9293/5287, 3-4=-9209/5285, 4-5=-12816/7160, 5-6=-12461/6973, 6-7=-5372/2935, 7-8=-3198/1741, 8-9=-2660/1561 BOT CHORD 2-15=-4953/8575, 14-15=-7219/12721, 13-14=-7219/12721, 5-13=-406/449, 11-12=-264/477, 10-11=-1741/3198 WEBS 3-15=-2043/3909, 4-15=-3786/2017, 4-14=0/543, 11-13=-2918/5327, 6-13=-4192/7374, 6-11=-3167/1986, 7-11=-1484/2701, 7-10=-2106/1381, 8-10=-2139/3930 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, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) 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) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=1520, 2=1494. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. Continued on page 2 "Special" indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss A1 Truss Type Half Hip Girder Qty 1 Ply 3 Job Reference (optional) T25455673 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:06 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-?vW1coGXe9pfhhi2zE1a6J0igEQUMCi51rOlMUyaQn? NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 249 lb down and 289 lb up at 7-0-0 on top chord, and 470 lb down and 274 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 2-15=-20, 13-15=-20, 9-12=-20 Concentrated Loads (lb) Vert: 3=-60(B) 8=-131(B) 9=-65(B) 5=-107(B) 4=-84(B) 14=-80(B) 13=-57(B) 16=-84(B) 17=-84(B) 19=-84(B) 20=-84(B) 22=-107(B) 23=-107(B) 24=-107(B) 25=-107(B) 26=-107(B) 27=-107(B) 28=-442(B) 29=-80(B) 30=-80(B) 31=-80(B) 32=-80(B) 33=-57(B) 34=-57(B) 35=-57(B) 36=-57(B) 37=-57(B) 38=-57(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 2941846-PSLP-TAMEZ Truss A2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25455674 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-xIeo1UInAn3Mw?sR5f32Bk53n24Kq6nOV9trQMyaQmz Scale = 1:59.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 5x6 ST1.5x8 STP 4x6 5x8 6x8 6x8 2x4 2x4 3x6 3x4 2x4 3x4 3x4 5x8 7x10 3x8 3x4 4x6 4-8-14 4-8-14 8-7-10 3-10-12 13-11-11 5-4-1 18-11-6 4-11-11 23-7-11 4-8-5 28-4-0 4-8-5 33-4-0 5-0-0 -1-0-0 1-0-0 4-8-14 4-8-14 9-0-0 4-3-2 13-11-11 4-11-11 18-11-6 4-11-11 23-7-11 4-8-5 28-4-0 4-8-5 33-4-0 5-0-0 0-4-34-10-32-4-32-0-04-10-36.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-5-9,Edge], [4:0-3-0,0-2-0], [7:0-3-0,Edge], [8:0-3-8,0-1-8], [9:0-6-0,0-2-8], [15:0-2-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.93 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.74 0.38 0.53 (loc) 15-16 15-16 11 15-16 l/defl >999 >537 n/a >740 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-14: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-7-10, 11=Mechanical Max Horz 2=-165(LC 10) Max Uplift 2=-674(LC 12), 11=-581(LC 12) Max Grav 2=1289(LC 1), 11=1215(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3871/2330, 3-4=-3603/2141, 4-5=-3841/2325, 5-6=-3850/2351, 6-8=-3797/2327, 8-9=-1835/1222, 9-10=-1335/829, 10-11=-1167/768 BOT CHORD 2-18=-2156/3472, 17-18=-2159/3479, 16-17=-1735/3049, 15-16=-2162/3841, 12-13=-642/1129 WEBS 3-17=-264/279, 4-17=-528/981, 4-16=-509/1000, 5-16=-339/295, 13-15=-1113/1925, 8-15=-1276/2251, 8-13=-1372/904, 9-13=-580/1014, 9-12=-364/313, 10-12=-667/1194 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) -1-0-0 to 4-8-14, Interior(1) 4-8-14 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 28-4-0, Exterior(2E) 28-4-0 to 33-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=674, 11=581. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss A3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25455675 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-PUCAEpIPx4BDY8RdfNaHkye9sSPmZbPXkpcPyoyaQmy Scale = 1:59.6 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 5x8 ST1.5x8 STP 5x8 6x8 6x8 2x4 2x4 3x6 3x4 2x4 3x4 3x4 7x10 5x8 4x4 4-6-11 4-6-11 8-7-10 4-0-15 11-0-0 2-4-6 18-11-6 7-11-6 26-4-0 7-4-10 33-4-0 7-0-0 -1-0-0 1-0-0 4-6-11 4-6-11 8-7-10 4-0-15 11-0-0 2-4-6 18-11-6 7-11-6 26-4-0 7-4-10 33-4-0 7-0-0 0-4-35-10-32-4-32-0-05-10-36.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-5-9,Edge], [5:0-6-0,0-2-8], [7:0-6-0,0-2-8], [8:0-1-0,0-1-8], [12:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.92 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.61 0.30 0.38 (loc) 12-13 12-13 9 12-13 l/defl >999 >646 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 190 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 6-11: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 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 7-12 REACTIONS. (size)2=0-7-10, 9=Mechanical Max Horz 2=-209(LC 10) Max Uplift 2=-674(LC 12), 9=-581(LC 12) Max Grav 2=1289(LC 1), 9=1215(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3865/2377, 3-4=-3612/2244, 4-5=-2802/1760, 5-6=-2853/1870, 6-7=-2812/1857, 7-8=-1465/912, 8-9=-1152/786 BOT CHORD 2-15=-2200/3567, 14-15=-2205/3571, 13-14=-1885/3175, 12-13=-1406/2528, 6-12=-469/455 WEBS 4-14=-552/917, 4-13=-1025/713, 5-13=-439/888, 5-12=-261/525, 10-12=-673/1218, 7-12=-1062/1770, 7-10=-524/456, 8-10=-641/1210 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 26-4-0, Exterior(2E) 26-4-0 to 33-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=674, 9=581. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss A4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25455676 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:10 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-tglYS9J2iOJ4AI0pC46WG9AKmrmcI3chyTMyUFyaQmx Scale = 1:64.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 6x8 6x8 3x6 3x4 2x4 3x4 3x4 2x4 3x8 3x4 2x4 5x6 5x8 4-6-11 4-6-11 8-7-10 4-0-15 13-0-0 4-4-6 18-8-0 5-8-0 24-4-0 5-8-0 32-11-2 8-7-2 33-4-0 0-4-14 -1-0-0 1-0-0 4-6-11 4-6-11 8-7-10 4-0-15 13-0-0 4-4-6 18-8-0 5-8-0 24-4-0 5-8-0 28-6-12 4-2-12 33-4-0 4-9-4 0-4-36-10-30-4-32-0-04-10-36.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-5-9,Edge], [5:0-6-0,0-2-8], [7:0-6-0,0-2-8], [9:0-4-14,0-0-0], [9:0-0-8,0-11-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.88 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.49 0.26 0.36 (loc) 14 13-14 9 14 l/defl >999 >798 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-0 oc bracing. REACTIONS. (size)2=0-7-10, 9=0-3-8 Max Horz 2=-254(LC 10) Max Uplift 2=-675(LC 12), 9=-580(LC 12) Max Grav 2=1289(LC 1), 9=1215(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3916/2373, 3-4=-3634/2300, 4-5=-2380/1543, 5-6=-2203/1525, 6-7=-2203/1525, 7-8=-2027/1300, 8-9=-2282/1479 BOT CHORD 2-15=-2188/3646, 14-15=-2193/3652, 13-14=-1949/3290, 11-13=-1163/2116, 10-11=-928/1769, 9-10=-1224/1993 WEBS 4-14=-514/988, 4-13=-1372/914, 5-13=-392/781, 5-11=-130/288, 6-11=-344/359, 7-11=-396/640, 7-10=-94/374, 8-10=-347/359 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 24-4-0, Exterior(2R) 24-4-0 to 32-9-13, Interior(1) 32-9-13 to 33-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=675, 9=580. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss A5 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25455677 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:12 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-p3tIsrLIE?ZoPcACKV8_LaGfbfQbm?7zQmr3Z7yaQmv Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 4x6 6x8 6x8 4x6 3x4 2x4 3x6 3x4 3x8 3x4 2x4 3x6 4-6-11 4-6-11 8-7-10 4-0-15 15-0-0 6-4-6 22-4-0 7-4-0 27-6-12 5-2-12 33-4-0 5-9-4 -1-0-0 1-0-0 4-6-11 4-6-11 8-7-10 4-0-15 15-0-0 6-4-6 22-4-0 7-4-0 27-6-12 5-2-12 33-4-0 5-9-4 34-4-0 1-0-0 0-4-37-10-30-4-32-0-05-10-36.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-5-9,Edge], [6:0-6-0,0-2-8], [15:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.98 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.57 0.27 0.35 (loc) 14-15 14-15 9 15 l/defl >999 >694 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 171 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 13-15: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-14, 6-12 REACTIONS. (size)2=0-7-10, 9=0-7-10 Max Horz 2=-311(LC 10) Max Uplift 2=-672(LC 12), 9=-674(LC 12) Max Grav 2=1543(LC 17), 9=1477(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4762/2273, 3-5=-4489/2257, 5-6=-2439/1324, 6-7=-1795/1146, 7-8=-2057/1192, 8-9=-2532/1360 BOT CHORD 2-16=-2049/4452, 15-16=-2052/4462, 14-15=-1889/4092, 12-14=-894/2267, 11-12=-1086/2157, 9-11=-1086/2157 WEBS 5-15=-462/1271, 5-14=-1981/1073, 6-14=-309/1000, 6-12=-485/193, 7-12=-201/656, 8-12=-556/368 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2E) 15-0-0 to 22-4-0, Exterior(2R) 22-4-0 to 30-9-13, Interior(1) 30-9-13 to 34-4-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=672, 9=674. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss A6 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25455678 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-IFRh4BLw?Jhf1mlOuDfDunour3oFVQR7eQac5ayaQmu Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 203x6 ST1.5x8 STP ST1.5x8 STP 4x4 5x8 6x8 6x8 5x6 3x4 2x4 2x4 3x8 3x4 2x4 4x4 3x8 4-6-11 4-6-11 8-7-10 4-0-15 17-0-0 8-4-6 20-4-0 3-4-0 25-8-12 5-4-12 33-4-0 7-7-4 -1-0-0 1-0-0 4-6-11 4-6-11 8-7-10 4-0-15 12-9-13 4-2-3 17-0-0 4-2-3 20-4-0 3-4-0 25-8-12 5-4-12 33-4-0 7-7-4 34-4-0 1-0-0 0-4-38-10-30-4-32-0-06-10-36.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-5-9,Edge], [8:0-6-0,0-2-8], [10:0-1-8,Edge], [13:0-3-0,0-3-0], [15:0-5-4,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.89 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.60 0.25 0.36 (loc) 15 14-15 10 15 l/defl >999 >657 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 182 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-1-14 oc bracing. REACTIONS. (size)2=0-7-10, 10=0-7-10 Max Horz 2=-354(LC 10) Max Uplift 2=-672(LC 12), 10=-674(LC 12) Max Grav 2=1281(LC 1), 10=1281(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3969/2177, 3-5=-3639/2064, 5-6=-3677/2200, 6-7=-1747/1148, 7-8=-1524/1089, 8-9=-1676/1100, 9-10=-2186/1268 BOT CHORD 2-16=-1964/3772, 15-16=-1962/3774, 14-15=-1108/2232, 13-14=-611/1433, 12-13=-983/1860, 10-12=-983/1860 WEBS 5-15=-269/270, 6-15=-927/1765, 6-14=-960/675, 7-14=-322/568, 8-13=-230/388, 9-13=-642/459, 9-12=0/304, 8-14=-119/357 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2E) 17-0-0 to 20-4-0, Exterior(2R) 20-4-0 to 28-9-13, Interior(1) 28-9-13 to 34-4-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=672, 10=674. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss A7 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) T25455679 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-EeZRVtNAXwyNG3un?dhhzCuBmsUuzHxQ6k3jASyaQms Scale = 1:62.6 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 204x6 ST1.5x8 STP ST1.5x8 STP 4x6 5x8 6x8 5x6 3x6 3x4 2x4 3x4 3x4 3x4 3x8 2x4 3x6 4-6-11 4-6-11 8-7-10 4-0-15 11-7-4 2-11-10 18-8-0 7-0-12 25-8-12 7-0-12 33-4-0 7-7-4 -1-0-0 1-0-0 4-6-11 4-6-11 8-7-10 4-0-15 11-7-4 2-11-10 18-8-0 7-0-12 25-8-12 7-0-12 33-4-0 7-7-4 34-4-0 1-0-0 0-4-39-8-30-4-32-0-06.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-5-9,Edge], [4:0-3-0,Edge], [8:0-4-0,0-3-0], [9:0-0-0,0-0-2], [15:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.88 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.50 0.25 0.35 (loc) 14 12-14 9 14 l/defl >999 >782 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 171 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-1-8 oc bracing. WEBS 1 Row at midpt 6-12 REACTIONS. (size)2=0-7-10, 9=0-7-10 Max Horz 2=-390(LC 10) Max Uplift 2=-672(LC 12), 9=-674(LC 12) Max Grav 2=1281(LC 1), 9=1281(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3990/2170, 3-5=-3685/2071, 5-6=-2669/1636, 6-7=-1592/1060, 7-8=-1596/1079, 8-9=-2191/1275 BOT CHORD 2-16=-1982/3819, 15-16=-1987/3825, 14-15=-1721/3420, 12-14=-1320/2594, 11-12=-994/1862, 9-11=-993/1866 WEBS 5-15=-485/1013, 5-14=-1090/572, 6-14=-311/818, 6-12=-1371/874, 7-12=-559/995, 8-12=-734/527, 8-11=0/306 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 18-8-0, Exterior(2R) 18-8-0 to 24-8-0, Interior(1) 24-8-0 to 34-4-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=672, 9=674. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss B1 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) T25455680 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-iq7piDOoIE4EuDTzZLCwWQQONGt0ijuZLOpGivyaQmr Scale = 1:74.0 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 203x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 4x6 5x8 3x6 2x4 3x6 3x4 3x4 3x4 3x8 2x4 2x4 6x8 3x6 4-7-1 4-7-1 8-3-13 3-8-12 8-7-10 0-3-13 11-7-4 2-11-10 18-8-0 7-0-12 25-8-12 7-0-12 33-4-0 7-7-4 -1-0-0 1-0-0 4-7-1 4-7-1 8-3-13 3-8-12 8-7-10 0-3-13 11-7-4 2-11-10 18-8-0 7-0-12 25-8-12 7-0-12 33-4-0 7-7-4 34-4-0 1-0-0 0-4-39-8-30-4-32-0-06.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-3-0], [9:0-2-12,0-1-8], [16:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.63 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.30 0.03 0.11 (loc) 2-16 2-16 9 9-11 l/defl >642 >319 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 170 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 4-1-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 16=0-7-10, 9=0-7-10 Max Horz 2=-389(LC 10) Max Uplift 2=-258(LC 12), 16=-548(LC 12), 9=-540(LC 12) Max Grav 2=362(LC 21), 16=1336(LC 17), 9=1002(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-427/306, 3-5=-332/344, 5-6=-820/613, 6-7=-941/714, 7-8=-945/715, 8-9=-1553/930 BOT CHORD 2-16=-229/300, 12-14=-387/773, 11-12=-694/1298, 9-11=-693/1302 WEBS 5-14=-504/965, 6-14=-418/340, 7-12=-233/477, 8-12=-749/538, 8-11=0/308, 3-16=-364/285, 15-16=-1085/577, 5-15=-1069/583 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 18-8-0, Exterior(2R) 18-8-0 to 24-8-0, Interior(1) 24-8-0 to 34-4-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=258, 16=548, 9=540. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss B2 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) T25455681 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:18 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-eDEa7uP3qrKy7XdMgmFObrVle4ZS9ntsoiINmnyaQmp Scale = 1:71.8 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 223x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 4x6 5x6 3x6 2x4 3x6 3x4 3x4 3x8 3x4 2x4 6x8 3x4 3x4 2x4 3x4 4-7-1 4-7-1 8-3-13 3-8-12 8-7-10 0-3-13 11-7-4 2-11-10 25-8-12 14-1-8 29-0-3 3-3-7 33-4-0 4-3-13 -1-0-0 1-0-0 4-7-1 4-7-1 8-3-13 3-8-12 8-7-10 0-3-13 11-7-4 2-11-10 13-7-13 2-0-9 18-8-0 5-0-3 25-8-12 7-0-12 29-0-3 3-3-7 33-4-0 4-3-13 34-4-0 1-0-0 0-4-39-8-30-4-32-0-06.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-3-0], [18:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.63 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.30 0.01 0.03 (loc) 2-18 2-18 12 14 l/defl >643 >319 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 179 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 6-0-0 oc bracing. REACTIONS.All bearings 0-7-10. (lb) - Max Horz 2=-389(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-261(LC 12), 18=-468(LC 12), 12=-467(LC 12), 10=-150(LC 12) Max Grav All reactions 250 lb or less at joint(s) 10 except 2=367(LC 21), 18=1196(LC 17), 12=1020(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-442/315, 3-5=-341/338, 5-6=-673/528, 6-7=-690/566, 7-8=-688/564, 8-9=-604/450 BOT CHORD 2-18=-237/310, 14-16=-312/668, 13-14=-245/526 WEBS 6-16=-340/282, 7-14=-87/302, 8-13=-346/340, 3-18=-366/286, 17-18=-944/476, 5-17=-927/482, 5-16=-398/817, 9-13=-491/803, 9-12=-937/600 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 18-8-0, Exterior(2R) 18-8-0 to 24-8-0, Interior(1) 24-8-0 to 34-4-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 261 lb uplift at joint 2, 468 lb uplift at joint 18, 467 lb uplift at joint 12 and 150 lb uplift at joint 10. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss B3 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T25455682 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:19 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-6PoyKEQha9SplhCYETmd722wPTvhuE9?1M1xJDyaQmo Scale = 1:72.5 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 4x6 5x6 3x6 2x4 3x6 3x4 3x4 3x8 3x4 2x4 6x8 3x4 3x4 2x4 3x4 4-7-1 4-7-1 8-3-13 3-8-12 8-7-10 0-3-13 11-7-4 2-11-10 25-8-12 14-1-8 29-0-3 3-3-7 33-4-0 4-3-13 -1-0-0 1-0-0 4-7-1 4-7-1 8-3-13 3-8-12 8-7-10 0-3-13 11-7-4 2-11-10 13-7-13 2-0-9 18-8-0 5-0-3 25-8-12 7-0-12 29-0-3 3-3-7 33-4-0 4-3-13 0-4-39-8-30-4-32-0-06.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-3-0], [17:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.63 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.30 0.01 0.03 (loc) 2-17 2-17 11 12-13 l/defl >643 >319 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 177 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 6-0-0 oc bracing. REACTIONS.All bearings 0-7-10. (lb) - Max Horz 2=-376(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 10 except 2=-242(LC 12), 17=-489(LC 12), 11=-498(LC 12) Max Grav All reactions 250 lb or less at joint(s) 10 except 2=367(LC 21), 17=1190(LC 17), 11=1034(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-436/292, 3-5=-333/324, 5-6=-671/515, 6-7=-689/560, 7-8=-688/553, 8-9=-600/436 BOT CHORD 2-17=-238/310, 13-15=-334/663, 12-13=-257/524 WEBS 6-15=-337/296, 7-13=-82/302, 8-12=-346/342, 3-17=-365/287, 16-17=-938/501, 5-16=-922/506, 5-15=-422/812, 9-12=-491/797, 9-11=-941/637 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 18-8-0, Exterior(2R) 18-8-0 to 24-8-0, Interior(1) 24-8-0 to 33-0-3 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=242, 17=489, 11=498. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss B4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25455683 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-3owilwSx6miW__MxLuo6DT7KMHVqMzFIUgW1N6yaQmm Scale = 1:68.3 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 3x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x4 3x4 2x4 3x8 5x8 3x6 2x4 3x6 6x8 2x4 3x4 3x4 5x12 3x4 3x8 3x6 4-7-1 4-7-1 8-3-13 3-8-12 8-7-10 0-3-13 17-0-0 8-4-6 20-4-0 3-4-0 24-9-6 4-5-6 28-10-15 4-1-9 33-4-0 4-5-1 -1-0-0 1-0-0 4-7-1 4-7-1 8-7-10 4-0-9 12-9-13 4-2-3 17-0-0 4-2-3 20-4-0 3-4-0 24-9-6 4-5-6 28-10-15 4-1-9 33-4-0 4-5-1 0-4-38-10-32-4-32-0-08-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [15:0-6-12,0-4-0], [17:0-4-0,0-3-0], [19:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.97 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.29 0.09 0.19 (loc) 15-16 15-16 12 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 201 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-19,9-14: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-7-0 oc bracing: 18-19 REACTIONS. (size)2=0-7-10, 12=Mechanical, 19=0-7-10 Max Horz 2=-338(LC 10) Max Uplift 2=-244(LC 12), 12=-442(LC 12), 19=-569(LC 12) Max Grav 2=423(LC 18), 12=1154(LC 18), 19=1592(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-508/283, 3-5=-358/300, 5-6=-387/293, 6-7=-1214/742, 7-8=-1052/719, 8-9=-1210/738, 9-10=-1821/979, 10-11=-1151/581, 11-12=-1085/578 BOT CHORD 2-19=-255/331, 18-19=-1279/636, 5-18=-301/295, 17-18=-408/926, 16-17=-317/1005, 15-16=-706/1573, 9-15=-168/538 WEBS 3-19=-355/270, 6-18=-1189/557, 7-17=-87/305, 8-16=-169/399, 9-16=-859/528, 13-15=-515/1115, 10-15=-262/630, 10-13=-847/520, 11-13=-484/1046 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2E) 17-0-0 to 20-4-0, Exterior(2R) 20-4-0 to 28-10-15, Interior(1) 28-10-15 to 33-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=244, 12=442, 19=569. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss B5 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25455684 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-X_U4zGSZt4qNc8x7vcJLlhgO1hwO5ZjSjKGbvYyaQml Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 4x6 3x6 2x4 5x6 3x4 2x4 3x6 3x4 3x8 5x12 3x4 3x8 3x6 2x4 6x8 4-7-1 4-7-1 8-3-13 3-8-12 8-7-10 0-3-13 15-0-0 6-4-6 22-4-0 7-4-0 24-9-6 2-5-6 28-10-15 4-1-9 33-4-0 4-5-1 -1-0-0 1-0-0 4-7-1 4-7-1 8-3-13 3-8-12 8-7-10 0-3-13 15-0-0 6-4-6 22-4-0 7-4-0 24-9-6 2-5-6 28-10-15 4-1-9 33-4-0 4-5-1 0-4-37-10-32-4-32-0-07-10-36.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-8], [14:0-6-0,0-4-0], [16:0-3-0,0-3-0], [18:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.63 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.30 0.04 0.07 (loc) 2-18 2-18 11 14-15 l/defl >642 >317 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 200 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 11=Mechanical, 18=0-7-10 Max Horz 2=-295(LC 10) Max Uplift 2=-218(LC 12), 11=-434(LC 12), 18=-603(LC 12) Max Grav 2=368(LC 18), 11=1130(LC 18), 18=1596(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-373/205, 3-5=-249/255, 5-6=-1188/672, 6-7=-1264/828, 7-8=-1401/863, 8-9=-1738/981, 9-10=-1126/595, 10-11=-1060/578 BOT CHORD 2-18=-182/262, 15-16=-347/1001, 14-15=-666/1455, 8-14=-193/437 WEBS 5-16=-384/1064, 6-15=-193/357, 7-15=-67/343, 8-15=-547/344, 12-14=-531/1058, 9-14=-220/574, 9-12=-813/538, 10-12=-504/1025, 3-18=-310/221, 17-18=-1320/732, 5-17=-1228/758 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2E) 15-0-0 to 22-4-0, Exterior(2R) 22-4-0 to 30-9-13, Interior(1) 30-9-13 to 33-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=218, 11=434, 18=603. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss B6 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25455685 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-TNcrOyUqPh45rS4W10Mpq6lq?UdgZTAkAeli_RyaQmj Scale = 1:60.7 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 5x8 ST1.5x8 STP 5x6 3x6 3x4 2x4 3x6 2x4 2x4 3x6 3x4 2x4 3x8 5x12 3x4 3x8 3x6 2x4 6x8 4-7-1 4-7-1 8-4-2 3-9-1 8-7-10 0-3-8 13-0-0 4-4-6 18-8-0 5-8-0 24-9-6 6-1-6 28-10-15 4-1-9 33-4-0 4-5-1 -1-0-0 1-0-0 4-7-1 4-7-1 8-7-10 4-0-9 13-0-0 4-4-6 18-8-0 5-8-0 24-4-0 5-8-0 24-9-6 0-5-6 28-10-15 4-1-9 33-4-0 4-5-1 0-4-36-10-32-4-32-0-06-10-36.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-2-8], [7:0-3-0,0-2-0], [14:0-4-12,0-2-8], [19:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.58 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.28 0.03 0.07 (loc) 2-19 2-19 11 14-15 l/defl >726 >355 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 201 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-19,8-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-9-8 oc bracing: 14-15 6-0-0 oc bracing: 12-13. 5-3-0 oc bracing: 18-19 REACTIONS.All bearings 0-3-8 except (jt=length) 2=8-7-10, 11=Mechanical. (lb) - Max Horz 2=-252(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-203(LC 12), 11=-435(LC 12), 19=-605(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=355(LC 21), 11=925(LC 18), 19=1285(LC 17), 19=1241(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-355/240, 4-5=-937/633, 5-6=-1260/926, 6-7=-1259/926, 7-8=-1320/980, 8-9=-1391/926, 9-10=-930/596, 10-11=-884/586 BOT CHORD 2-19=-224/314, 18-19=-1029/684, 4-18=-983/701, 15-17=-326/775, 14-15=-575/1158 WEBS 4-17=-400/841, 5-15=-402/651, 6-15=-347/363, 7-14=-234/398, 12-14=-508/876, 9-14=-164/464, 9-12=-682/502, 10-12=-493/852, 3-19=-343/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 24-4-0, Exterior(2R) 24-4-0 to 32-9-13, Interior(1) 32-9-13 to 33-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 2, 435 lb uplift at joint 11 and 605 lb uplift at joint 19. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss B7 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25455686 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-xZ9DbIVSA?CyTcfiakt2NJIwMuwaIqZuPIUFWtyaQmi Scale = 1:58.6 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 5x8 ST1.5x8 STP 5x8 3x6 4x6 3x4 2x4 3x4 2x4 3x8 5x6 3x6 4x4 5-9-4 5-9-4 11-0-0 5-2-12 18-8-0 7-8-0 26-4-0 7-8-0 33-4-0 7-0-0 -1-0-0 1-0-0 5-9-4 5-9-4 11-0-0 5-2-12 18-8-0 7-8-0 26-4-0 7-8-0 33-4-0 7-0-0 0-4-35-10-32-4-35-10-36.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [6:0-5-8,0-2-4], [7:0-1-0,0-1-8], [9:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.72 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.33 0.08 0.15 (loc) 10-12 10-12 8 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-12 oc bracing. REACTIONS. (size)2=0-7-10, 8=Mechanical Max Horz 2=-208(LC 10) Max Uplift 2=-674(LC 12), 8=-580(LC 12) Max Grav 2=1552(LC 17), 8=1422(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2688/1350, 3-4=-2182/1175, 4-5=-2108/1280, 5-6=-2108/1280, 6-7=-1657/914, 7-8=-1314/787 BOT CHORD 2-13=-1232/2452, 12-13=-1232/2452, 10-12=-900/1985, 9-10=-685/1406 WEBS 3-12=-547/381, 4-12=-117/527, 4-10=-190/414, 5-10=-475/457, 6-10=-460/925, 6-9=-198/267, 7-9=-645/1410 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 26-4-0, Exterior(2E) 26-4-0 to 33-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 674 lb uplift at joint 2 and 580 lb uplift at joint 8. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss B8 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25455687 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-PljbpdV4xJKp4mEu8ROHwXr9RIFH1GU1eyEo2JyaQmh Scale = 1:59.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 5x8 ST1.5x8 STP 3x6 3x6 3x6 3x6 2x4 2x4 7x10 2x4 2x4 5x8 2x4 2x4 3x8 7x10 3x6 5x8 9-0-0 9-0-0 11-3-6 2-3-6 17-0-6 5-9-0 22-9-6 5-9-0 28-0-11 5-3-5 33-4-0 5-3-5 -1-0-0 1-0-0 4-9-4 4-9-4 9-0-0 4-2-12 11-3-6 2-3-6 17-0-6 5-9-0 22-9-6 5-9-0 28-0-11 5-3-5 33-4-0 5-3-5 0-4-34-10-31-0-06.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [14:0-4-4,Edge], [16:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.82 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.40 0.15 0.29 (loc) 15 15-16 11 15 l/defl >999 >986 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 199 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-17,7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-6-4 oc bracing. REACTIONS. (size)11=Mechanical, 2=0-7-10 Max Horz 2=282(LC 12) Max Uplift 11=-594(LC 12), 2=-661(LC 12) Max Grav 11=1215(LC 1), 2=1289(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2217/1282, 3-4=-1995/1137, 4-5=-2473/1541, 5-6=-2507/1568, 6-7=-2448/1403, 7-9=-2417/1387, 9-10=-1193/677, 10-11=-1167/723 BOT CHORD 2-18=-1336/1920, 15-16=-1705/2864, 14-15=-1705/2864, 7-14=-287/247 WEBS 3-18=-290/331, 4-18=-555/451, 16-18=-1064/1838, 4-16=-951/1475, 6-16=-417/190, 6-15=0/270, 6-14=-486/353, 12-14=-622/1103, 9-14=-880/1489, 9-12=-1150/779, 10-12=-892/1576 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 33-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 594 lb uplift at joint 11 and 661 lb uplift at joint 2. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss B9 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T25455688 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-qKPkRfYyEEjOyDzTpax_X9TgDVEkEcyUKwSSfeyaQme Scale = 1:59.6 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 6x8 ST1.5x8 STP 4x6 2x4 6x8 3x8 3x4 2x4 2x4 3x4 5x8 8x10 2x4 3x8 5x6 8x10 4x12 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 11-3-6 4-3-6 17-0-6 5-9-0 22-9-6 5-9-0 27-10-15 5-1-9 33-4-0 5-5-1 -1-0-0 1-0-0 7-0-0 7-0-0 11-3-6 4-3-6 17-0-6 5-9-0 22-9-6 5-9-0 27-10-15 5-1-9 33-4-0 5-5-1 0-4-33-10-31-0-06.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [3:0-4-0,0-1-15], [10:Edge,0-4-0], [13:0-3-12,0-4-4], [15:0-4-0,0-4-4], [17:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.90 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.56 0.19 0.46 (loc) 14 14-15 10 14 l/defl >999 >706 n/a >849 L/d 360 240 n/a 240 PLATES MT20 Weight: 463 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 *Except* 4-16,7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-11-6 oc bracing: 14-15,13-14. REACTIONS. (size)10=Mechanical, 2=0-7-10 Max Horz 2=226(LC 25) Max Uplift 10=-1521(LC 8), 2=-1443(LC 8) Max Grav 10=2815(LC 29), 2=2595(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5036/2700, 3-4=-8232/4608, 4-5=-8390/4692, 5-7=-8025/4442, 7-8=-7861/4355, 9-10=-344/314 BOT CHORD 2-17=-2474/4448, 16-17=-328/568, 4-15=-590/533, 14-15=-5285/9489, 13-14=-5285/9489, 7-13=-537/503, 11-12=-309/559, 10-11=-1966/3614 WEBS 3-17=-451/470, 15-17=-2225/4004, 3-15=-2448/4381, 5-15=-1226/655, 5-14=-16/539, 5-13=-1580/909, 11-13=-1689/3116, 8-13=-2650/4710, 8-11=-399/506, 8-10=-4248/2311 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, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1521 lb uplift at joint 10 and 1443 lb uplift at joint 2. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. Continued on page 2 September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss B9 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T25455688 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:29 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-qKPkRfYyEEjOyDzTpax_X9TgDVEkEcyUKwSSfeyaQme NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 346 lb down and 364 lb up at 7-0-0 on top chord, and 335 lb down and 152 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-9=-54, 2-16=-20, 13-15=-20, 10-12=-20 Concentrated Loads (lb) Vert: 3=-157(F) 6=-96(F) 9=-131(F) 10=-65(F) 16=-57(F) 4=-107(F) 7=-107(F) 17=-321(F) 14=-71(F) 5=-96(F) 13=-57(F) 18=-107(F) 19=-96(F) 21=-96(F) 23=-96(F) 24=-107(F) 25=-107(F) 26=-107(F) 27=-107(F) 28=-57(F) 29=-71(F) 30=-71(F) 31=-71(F) 32=-71(F) 33=-57(F) 34=-57(F) 35=-57(F) 36=-57(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 2941846-PSLP-TAMEZ Truss C1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T25455689 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-mjXUsLZDmrz6BX7sx__SdaYx6Jx7iawmnExZkXyaQmc Scale = 1:35.8 1 2 3 4 5 6 7 11 10 9 812131415 16 4x6 ST1.5x8 STP ST1.5x8 STP 3x8 3x8 3x6 3x6 7x10 3x6 5x6 3x4 2x4 HGUS26-2 HTU26 HTU26 HTU26 HTU26 HTU26 7-1-8 7-1-8 9-6-0 2-4-8 12-5-13 2-11-13 15-5-11 2-11-13 18-11-0 3-5-5 -1-0-0 1-0-0 7-1-8 7-1-8 9-6-0 2-4-8 12-5-13 2-11-13 15-5-11 2-11-13 18-11-0 3-5-5 0-4-35-1-30-4-116.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [9:0-3-0,0-3-8], [10:0-5-0,0-4-8], [11:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.84 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.23 0.06 0.18 (loc) 11 10-11 7 11 l/defl >999 >970 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 223 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 7-10: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-10: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-3-2 oc bracing. REACTIONS. (size)7=0-6-10, 2=0-7-10 Max Horz 2=220(LC 7) Max Uplift 7=-2601(LC 8), 2=-2206(LC 8) Max Grav 7=5105(LC 1), 2=4076(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8193/4307, 3-4=-6525/3505, 4-5=-6512/3478, 5-6=-8125/4222, 6-7=-9347/4774 BOT CHORD 2-11=-3714/7198, 10-11=-3714/7198, 9-10=-3641/7245, 8-9=-4146/8189, 7-8=-4146/8189 WEBS 3-11=-1391/2640, 3-10=-2494/1462, 4-10=-3024/5642, 5-10=-2190/1094, 5-9=-999/2164, 6-9=-1266/582, 6-8=-551/1316 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) 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 2601 lb uplift at joint 7 and 2206 lb uplift at joint 2. 9) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 8-10d Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to back face of bottom chord. 10) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 17-0-12 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) StandardContinued on page 2 September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss C1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T25455689 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:31 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-mjXUsLZDmrz6BX7sx__SdaYx6Jx7iawmnExZkXyaQmc LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 2-7=-20 Concentrated Loads (lb) Vert: 11=-2675(B) 12=-1195(B) 13=-1195(B) 14=-896(B) 15=-892(B) 16=-902(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 2941846-PSLP-TAMEZ Truss C2 Truss Type Common Qty 3 Ply 1 Job Reference (optional) T25455690 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-Ev5s3harX95yphi2ViVh9o57MjIwR57w0uh7GzyaQmb Scale = 1:34.0 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 3x6 ST1.5x8 STP ST1.5x8 STP 3x8 3x8 5x6 3x4 3x4 2x4 2x4 2x4 2x4 5-4-4 5-4-4 13-7-12 8-3-8 18-11-0 5-3-4 -1-0-0 1-0-0 5-4-4 5-4-4 7-2-3 1-9-15 8-2-0 0-11-13 9-6-0 1-4-0 10-10-0 1-4-0 11-9-13 0-11-13 13-7-12 1-9-15 18-11-0 5-3-4 0-4-35-1-30-4-116.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [5:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.81 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.57 0.02 0.22 (loc) 9-11 9-11 8 9-11 l/defl >626 >389 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 89 lb FT = 20% GRIP 244/190 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 4-11-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 2=0-7-10 Max Horz 2=220(LC 11) Max Uplift 8=-271(LC 12), 2=-376(LC 12) Max Grav 8=997(LC 19), 2=1074(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1705/673, 3-4=-1326/715, 4-5=-262/846, 5-6=-250/867, 6-7=-1307/727, 7-8=-1672/681 BOT CHORD 2-11=-467/1394, 9-11=-467/1394, 8-9=-467/1394 WEBS 4-6=-2295/1093, 7-9=0/593, 3-11=0/613 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-6-0, Exterior(2R) 9-6-0 to 15-6-0, Interior(1) 15-6-0 to 18-9-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 271 lb uplift at joint 8 and 376 lb uplift at joint 2. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss C3 Truss Type Common Qty 6 Ply 1 Job Reference (optional) T25455691 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:33 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-i6eEH1bTHSDpQqHE2P0wi?dIH7ePAYV3FYQgoPyaQma Scale = 1:34.5 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 3x6 ST1.5x8 STP ST1.5x8 STP 3x8 5x6 3x4 3x4 2x4 2x4 2x4 2x4 3x8 5-4-4 5-4-4 13-7-12 8-3-8 19-0-0 5-4-4 -1-0-0 1-0-0 5-4-4 5-4-4 7-2-3 1-9-15 8-2-0 0-11-13 9-6-0 1-4-0 10-10-0 1-4-0 11-9-13 0-11-13 13-7-12 1-9-15 19-0-0 5-4-4 20-0-0 1-0-0 0-4-35-1-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [5:0-3-0,Edge], [8:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.79 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.56 0.02 0.20 (loc) 10-12 10-12 8 10-12 l/defl >637 >397 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 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 5-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 8=0-7-10 Max Horz 2=-228(LC 10) Max Uplift 2=-371(LC 12), 8=-371(LC 12) Max Grav 2=1069(LC 18), 8=1069(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1678/652, 3-4=-1306/699, 4-5=-228/831, 5-6=-232/844, 6-7=-1294/694, 7-8=-1662/647 BOT CHORD 2-12=-379/1391, 10-12=-379/1391, 8-10=-379/1391 WEBS 4-6=-2247/1023, 7-10=0/599, 3-12=0/603 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-6-0, Exterior(2R) 9-6-0 to 15-6-0, Interior(1) 15-6-0 to 20-0-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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. 10-12 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 371 lb uplift at joint 2 and 371 lb uplift at joint 8. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss C4 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) T25455692 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-AICdUNc52mLg2_rRc7X9EDAcCW9Iv3lDTBADLsyaQmZ Scale = 1:34.7 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 4x4 3x4 5x6 3x4 19-0-0 19-0-0 -1-0-0 1-0-0 9-6-0 9-6-0 19-0-0 9-6-0 20-0-0 1-0-0 0-4-35-1-30-4-36.00 12 Plate Offsets (X,Y)-- [15:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.11 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-0-0. (lb) - Max Horz 2=-228(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 17, 13 except 2=-126(LC 12), 16=-103(LC 12), 18=-147(LC 12), 14=-103(LC 12), 12=-147(LC 12), 10=-126(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16, 17, 14, 13, 10 except 18=296(LC 17), 12=295(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-99/325, 6-7=-99/325 WEBS 3-18=-215/402, 9-12=-214/401 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 5-0-0, Exterior(2N) 5-0-0 to 9-6-0, Corner(3R) 9-6-0 to 15-6-0, Exterior(2N) 15-6-0 to 20-0-0 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) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 13 except (jt=lb) 2=126, 16=103, 18=147, 14=103, 12=147, 10=126. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss CJ1 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T25455693 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-eUm?hicjp4TXg8QdAq2OnQjniwV6eXrMirvntIyaQmY Scale = 1:7.0 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 0-4-30-10-30-5-80-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=66(LC 12) Max Uplift 3=-8(LC 1), 2=-141(LC 12) Max Grav 3=25(LC 12), 2=128(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 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=141. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss CJ2 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T25455694 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-6hKNv2dLaNbOHI?pkYZdKeFzfKrLN_5WxVfKPkyaQmX Scale = 1:7.0 1 2 3 4 3x4 ST1.5x8 STP -1-0-0 1-0-0 1-0-0 1-0-0 0-4-30-10-30-9-10-5-80-1-26.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-1-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=62(LC 12) Max Uplift 3=-10(LC 9), 2=-131(LC 12) Max Grav 3=17(LC 8), 2=126(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 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=131. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss CJ3 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T25455695 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-6hKNv2dLaNbOHI?pkYZdKeFxVKqHN_5WxVfKPkyaQmX Scale: 1"=1' 1 2 3 4 3x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=119(LC 12) Max Uplift 3=-55(LC 12), 2=-148(LC 12) Max Grav 3=71(LC 17), 2=191(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 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=148. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss CJ4 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T25455696 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:37 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-btul6OezLhjFvSa?HF5ssro7MkAV6RLfA9OuxByaQmW Scale: 1"=1' 1 2 3 4 3x4 ST1.5x8 STP -1-0-0 1-0-0 3-0-0 3-0-0 0-4-31-10-30-4-111-5-81-3-10-7-26.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-1-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=117(LC 12) Max Uplift 3=-58(LC 12), 2=-144(LC 12) Max Grav 3=72(LC 17), 2=190(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 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=144. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss CJ5 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T25455697 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-33S7Kkfc6?r6Xc9Crzc5P3K9S8TrruboOp8RUdyaQmV Scale = 1:19.2 1 2 3 4 3x4 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.68 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=172(LC 12) Max Uplift 3=-125(LC 12), 2=-158(LC 12) Max Grav 3=146(LC 17), 2=261(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 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=125, 2=158. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss CJ6 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T25455698 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-XF0WX4gEtIzz8lkOPg7KxGtKyXp3aKrydTt_03yaQmU Scale = 1:19.0 1 2 3 4 5x6 ST1.5x8 STP -1-0-0 1-0-0 5-0-0 5-0-0 0-4-32-10-31-9-12-5-81-1-26.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.70 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >984 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=170(LC 12) Max Uplift 3=-128(LC 12), 2=-155(LC 12) Max Grav 3=147(LC 17), 2=260(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 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=128, 2=155. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss D1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T25455699 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-?SZulQgsec5qmvJazNeZUUQapxAWJah5s7dYYVyaQmT Scale = 1:28.7 1 2 3 4 5 6 9 8 71011 4x4 ST1.5x8 STP ST1.5x8 STP 5x8 5x8 8x10 3x4 3x8 3x4 3x6 HGUS26-3 HTU26 HTU26 4-0-4 4-0-4 7-6-0 3-5-12 10-11-12 3-5-12 14-11-0 3-11-4 -1-0-0 1-0-0 4-0-4 4-0-4 7-6-0 3-5-12 10-11-12 3-5-12 14-11-0 3-11-4 0-4-34-1-30-4-116.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-15], [7:0-5-0,0-1-8], [8:0-5-0,0-5-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.25 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 0.02 0.09 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 185 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-6-10, 2=0-7-10 Max Horz 2=176(LC 7) Max Uplift 6=-1781(LC 8), 2=-1532(LC 8) Max Grav 6=3429(LC 1), 2=2767(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5293/2794, 3-4=-5315/2878, 4-5=-5313/2876, 5-6=-6727/3498 BOT CHORD 2-9=-2427/4666, 8-9=-2427/4666, 7-8=-3047/5928, 6-7=-3047/5928 WEBS 4-8=-2404/4507, 5-8=-1385/713, 5-7=-531/1213, 3-8=-375/301 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=1781, 2=1532. 9) Use Simpson Strong-Tie HGUS26-3 (20-10d Girder, 8-10d Truss) or equivalent at 7-2-4 from the left end to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 11-0-12 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss D1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T25455699 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:40 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-?SZulQgsec5qmvJazNeZUUQapxAWJah5s7dYYVyaQmT LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 2-6=-20 Concentrated Loads (lb) Vert: 7=-1195(F) 10=-2675(F) 11=-1195(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 2941846-PSLP-TAMEZ Truss D2 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T25455700 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-Te7GymhUPwDhO3unW59o1hyclLN02CJF4nM54yyaQmS Scale = 1:29.7 1 2 3 4 5 6 7 8 9 5x6 ST1.5x8 STP ST1.5x8 STP 3x6 4x6 2x4 7-6-0 7-6-0 14-11-0 7-5-0 -1-0-0 1-0-0 7-6-0 7-6-0 14-11-0 7-5-0 0-4-34-1-30-4-116.00 12 Plate Offsets (X,Y)-- [4:0-1-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.74 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.16 0.01 0.14 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 54 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. BOT CHORD Rigid ceiling directly applied or 6-9-12 oc bracing. REACTIONS. (size)4=0-6-10, 2=0-7-10 Max Horz 2=178(LC 11) Max Uplift 4=-247(LC 12), 2=-354(LC 12) Max Grav 4=527(LC 1), 2=604(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-748/666, 3-4=-747/684 BOT CHORD 2-5=-429/582, 4-5=-429/582 WEBS 3-5=-44/340 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 7-6-0, Exterior(2R) 7-6-0 to 13-6-0, Interior(1) 13-6-0 to 14-7-11 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=247, 2=354. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss D3 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) T25455701 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-xqhe96i6ADLY?DTz4og1ZvVz6ltDngjOJR6edOyaQmR Scale = 1:28.0 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 4x4 3x4 3x4 15-0-0 15-0-0 -1-0-0 1-0-0 7-6-0 7-6-0 15-0-0 7-6-0 16-0-0 1-0-0 0-4-34-1-30-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.19 0.11 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-0-0. (lb) - Max Horz 2=-184(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 13, 11 except 2=-136(LC 12), 8=-136(LC 12), 14=-147(LC 12), 10=-147(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 11 except 14=293(LC 17), 10=293(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-85/279, 5-6=-86/279 WEBS 3-14=-212/401, 7-10=-212/401 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 5-0-0, Exterior(2N) 5-0-0 to 7-6-0, Corner(3R) 7-6-0 to 13-6-0, Exterior(2N) 13-6-0 to 16-0-0 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) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 11 except (jt=lb) 2=136, 8=136, 14=147, 10=147. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss EJ7 Truss Type Jack-Open Qty 17 Ply 1 Job Reference (optional) T25455702 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:44 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-tDpPanjMirbGFXcMCDjVeKa9jYPzFb4hnlblhHyaQmP Scale = 1:24.8 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 0-4-33-10-33-5-83-10-36.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.73 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.18 -0.00 0.16 (loc) 2-4 2-4 3 2-4 l/defl >983 >438 n/a >502 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 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 4-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=226(LC 12) Max Uplift 3=-165(LC 12), 2=-175(LC 12) Max Grav 3=201(LC 17), 2=336(LC 17), 4=121(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) -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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=165, 2=175. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss EJ71 Truss Type Jack-Open Qty 5 Ply 1 Job Reference (optional) T25455703 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:51 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-AZk22Bpl2_UGabfi6BL8QoNLANl1OmpjOLndRNyaQmI Scale = 1:24.8 1 2 3 6 7 4 5 3x6 ST1.5x8 STP 2x4 5x8 2-8-14 2-8-14 7-0-0 4-3-2 -1-0-0 1-0-0 2-8-14 2-8-14 7-0-0 4-3-2 0-4-33-10-32-10-33-5-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-6-4,0-0-10], [3:0-7-4,0-3-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.87 0.96 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.23 -0.15 0.32 (loc) 6 6 5 6 l/defl >681 >341 n/a >246 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=226(LC 12) Max Uplift 4=-140(LC 12), 2=-171(LC 12), 5=-14(LC 12) Max Grav 4=184(LC 17), 2=344(LC 17), 5=119(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) -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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=140, 2=171. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss EJ72 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) T25455704 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:50:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-TvfhWau9P8MGwgh209znDHAYmCLoXwYl?w_VBTyaQmB Scale = 1:23.0 1 2 5 3 4 5x6 ST1.5x8 STP -1-0-0 1-0-0 7-0-0 7-0-0 0-4-33-10-32-3-13-5-81-7-26.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-8-2,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.02 (loc) 2-4 2-4 3 2-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=228(LC 12) Max Uplift 3=-150(LC 12), 2=-178(LC 12), 4=-2(LC 12) Max Grav 3=172(LC 17), 2=336(LC 17), 4=139(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) -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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=150, 2=178. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss HJ7 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T25455705 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:51:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-PInSxFwPwlc_A_rQ8a?FIiFzC?xg?lj2SETbFLyaQm9 Scale = 1:23.0 1 2 3 7 6 5 8 9 10 4 11 12 13 3x4 2x4 3x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-1-9 5-1-9 9-10-1 4-8-7 -1-5-0 1-5-0 5-1-9 5-1-9 9-10-1 4-8-7 0-4-33-9-143-5-103-9-144.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.41 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.01 -0.03 (loc) 6-7 6-7 6 2-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 9-5-5 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=225(LC 8) Max Uplift 4=-134(LC 8), 2=-331(LC 8), 6=-135(LC 8) Max Grav 4=144(LC 28), 2=444(LC 1), 6=319(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-746/277 BOT CHORD 2-7=-385/651, 6-7=-385/651 WEBS 3-7=0/270, 3-6=-703/416 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=134, 2=331, 6=135. 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=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10=-76(F=-38, B=-38) 13=-36(F=-18, B=-18) September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss HJ71 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T25455706 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:51:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-uULq9bx1h3lrn8QdhIWUqvnBgPLDkGOBhuC9ooyaQm8 Scale = 1:21.6 1 2 3 4 8 7 6 9 10 5 11 12 134x6 3x6 2x4 5x6 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-1-1 5-1-1 9-10-1 4-9-0 -1-5-0 1-5-0 5-1-1 5-1-1 7-5-13 2-4-12 9-10-1 2-4-4 0-4-33-9-142-2-131-6-131-7-14.24 12 2.12 12 Plate Offsets (X,Y)-- [2:0-10-7,0-0-5], [7:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.13 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.01 0.05 (loc) 8 8 5 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 53 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-10-1, 7=Mechanical Max Horz 2=227(LC 8) Max Uplift 5=-74(LC 24), 2=-333(LC 8), 7=-224(LC 8) Max Grav 5=43(LC 13), 2=484(LC 28), 7=444(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-637/379, 3-4=-540/348 BOT CHORD 2-8=-389/517, 7-8=-410/555 WEBS 4-7=-546/410 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=333, 7=224. 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: 1-5=-54, 2-6=-20 Concentrated Loads (lb) Vert: 4=-76(F=-38, B=-38) 9=44(F=22, B=22) 13=-36(F=-18, B=-18) September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss V1 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25455707 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:51:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-MhvCMxxfSNtiPI_pF?1jN7KLmpgNTkXKwYyiKEyaQm7 Scale = 1:12.8 1 2 3 2x4 2x4 2x4 4-0-0 4-0-0 0-0-42-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.20 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 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-8, 3=3-11-8 Max Horz 1=87(LC 12) Max Uplift 1=-35(LC 12), 3=-79(LC 12) Max Grav 1=126(LC 17), 3=141(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss V2 Truss Type Valley Qty 4 Ply 1 Job Reference (optional) T25455708 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:51:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-I30yndzv__7Qeb8CNQ4BSYPmicPXxe1dNsRpO6yaQm5 Scale = 1:7.8 1 2 3 2x4 2-0-0 2-0-0 0-0-41-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-11-8, 2=1-11-8, 3=1-11-8 Max Horz 1=37(LC 12) Max Uplift 1=-15(LC 12), 2=-40(LC 12) Max Grav 1=53(LC 17), 2=46(LC 17), 3=27(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss V3 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25455709 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:51:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-ES8jCJ_AWbN8uvIaUr6fXzV2KQ3fPYXwqAwwT?yaQm3 Scale = 1:12.4 1 2 3 2x4 2x4 2x4 3-10-0 3-10-0 0-0-41-11-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.18 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: 13 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 3-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-9-8, 3=3-9-8 Max Horz 1=82(LC 12) Max Uplift 1=-33(LC 12), 3=-75(LC 12) Max Grav 1=119(LC 17), 3=133(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 24,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2941846-PSLP-TAMEZ Truss V4 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25455710 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 24 11:51:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-iei5Pf?oHvV?V3tm2Ydu4A1DDqOz8?m43qfT?RyaQm2 Scale = 1:12.3 1 2 3 2x4 2x4 2x4 3-9-8 3-9-8 0-0-41-10-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.18 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: 13 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 3-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-9-0, 3=3-9-0 Max Horz 1=81(LC 12) Max Uplift 1=-33(LC 12), 3=-73(LC 12) Max Grav 1=117(LC 17), 3=131(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; 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(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 24,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths