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Home My WebLink AboutTruss6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2965979-PSLP - Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 78 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 PROPERTIES Project Name: ALLEN Model: . Subdivision: . Address: 5507 HICKORY DRIVE, . 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: October 26,2021 Lee, Julius The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Fort Pierce). Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 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 T25761558 A1 Date 10/26/212T25761559A210/26/213T25761560A310/26/214T25761561A410/26/215T25761562A510/26/216T25761563A610/26/217T25761564A710/26/218T25761565A810/26/219T25761566A910/26/2110T25761567A1010/26/2111T25761568A1110/26/2112T25761569B110/26/2113T25761570B210/26/2114T25761571B310/26/2115T25761572B410/26/2116T25761573C110/26/2117T25761574C210/26/2118T25761575C310/26/2119T25761576C410/26/2120T25761577C510/26/2121T25761578C610/26/2122T25761579C710/26/21 No.Seal#Truss Name 23 T25761580 CJ1 Date 10/26/2124T25761581CJ310/26/2125T25761582CJ510/26/2126T25761583CJ610/26/2127T25761584CJ1210/26/2128T25761585CJ3110/26/2129T25761586D110/26/2130T25761587D210/26/2131T25761588D310/26/2132T25761589D410/26/2133T25761590D510/26/2134T25761591D610/26/2135T25761592D710/26/2136T25761593D810/26/2137T25761594D910/26/2138T25761595EJ110/26/2139T25761596EJ410/26/2140T25761597EJ510/26/2141T25761598EJ610/26/2142T25761599EJ710/26/2143T25761600EJ4110/26/2144T25761601EJ4310/26/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2965979-PSLP - 2 of 2 Site Information: Lot/Block: . Customer Info: PSL PROPERTIES Project Name: ALLEN Model: . Subdivision: . Address: 5507 HICKORY DRIVE, . State: FLCity: FORT PIERCE No.Seal#Truss Name 45 T25761602 EJ44 Date 10/26/2146T25761603EJ7110/26/2147T25761604G110/26/2148T25761605G210/26/2149T25761606G310/26/2150T25761607G410/26/2151T25761608G510/26/2152T25761609G610/26/2153T25761610HJ110/26/2154T25761611HJ410/26/2155T25761612HJ510/26/2156T25761613HJ610/26/2157T25761614HJ710/26/2158T25761615HJ4110/26/2159T25761616K110/26/2160T25761617K210/26/2161T25761618K310/26/2162T25761619K410/26/2163T25761620K510/26/2164T25761621K610/26/2165T25761622K710/26/2166T25761623L110/26/2167T25761624L210/26/2168T25761625M10/26/2169T25761626M110/26/2170T25761627M210/26/2171T25761628N110/26/2172T25761629N210/26/2173T25761630N310/26/2174T25761631N410/26/2175T25761632V110/26/2176T25761633V510/26/2177T25761634V710/26/2178T25761635V810/26/21 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 2965979-PSLP Truss A1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25761558 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-7Js03Y?V2XTNBJFMyjRIskWdb1fOXwuIoytcxSyPryg Scale = 1:60.3 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 20 21 22 23 24 25 5x6 ST1.5x8 STP 5x6 8x12 3x6 3x6 3x8 3x4 3x8 3x4 3x4 4x4 3x4 6x8 9-0-0 9-0-0 18-8-0 9-8-0 25-1-4 6-5-4 31-10-0 6-8-12 9-0-0 9-0-0 13-10-0 4-10-0 18-8-0 4-10-0 25-1-4 6-5-4 31-10-0 6-8-12 5-7-810-1-83-6-81-0-010-1-86.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-4-0,0-2-8], [4:0-3-0,0-2-0], [6:0-10-4,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-SH 0.79 0.78 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.39 0.04 0.06 (loc) 9-11 9-11 14 9-11 l/defl >999 >979 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 246 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 2-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing. WEBS 1 Row at midpt 2-11, 3-11, 3-9, 5-9, 1-12, 1-11 REACTIONS. (size)12=Mechanical, 14=0-5-10 Max Horz 12=273(LC 11) Max Uplift 12=-715(LC 12), 14=-661(LC 12) Max Grav 12=1411(LC 17), 14=1412(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1143/814, 2-3=-980/875, 3-4=-1183/1006, 4-5=-1361/1010, 5-6=-1397/878, 1-12=-1252/961 BOT CHORD 11-12=-268/288, 9-11=-565/1145, 8-9=-695/1179, 7-8=-145/252 WEBS 3-11=-430/321, 4-9=-98/326, 5-8=-333/395, 1-11=-598/1107, 6-8=-637/1076, 6-14=-1446/849 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 18-8-0, Exterior(2R) 18-8-0 to 27-1-13, Interior(1) 27-1-13 to 31-1-0 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) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=715, 14=661. October 26,2021 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 2965979-PSLP Truss A2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25761559 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-?56Xuw206mzpgxY7BZWF1agHLf?JTgzujarp5DyPryc Scale = 1:69.6 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 4x6 ST1.5x8 STP 4x6 4x4 4x6 4x12 3x6 5x6 WB 3x4 3x4 3x4 3x4 3x8 2x4 4x6 3x8 3x8 6x8 5-7-12 5-7-12 11-0-1 5-4-4 13-11-15 2-11-14 20-1-15 6-2-0 25-10-3 5-8-5 31-10-0 5-11-13 5-7-12 5-7-12 11-0-1 5-4-4 13-11-15 2-11-14 17-5-15 3-6-0 20-1-15 2-8-0 25-10-3 5-8-5 31-10-0 5-11-13 5-7-89-4-811-1-83-6-81-0-011-1-86.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-2-4], [8:0-6-12,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 0.87 0.91 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.48 0.04 0.28 (loc) 11-13 11-13 18 11-13 l/defl >999 >780 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 262 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 12-16: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* 8-17: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. WEBS 1 Row at midpt 2-15, 5-13, 5-11, 7-9 REACTIONS. (size)16=Mechanical, 18=0-5-10 Max Horz 16=320(LC 11) Max Uplift 16=-716(LC 12), 18=-661(LC 12) Max Grav 16=1399(LC 17), 18=1414(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-953/689, 2-3=-1152/989, 3-4=-977/989, 4-5=-1129/1049, 5-6=-1228/1033, 6-7=-1401/1037, 7-8=-347/257, 1-16=-1312/939, 9-17=-623/1133, 8-17=-623/1133 BOT CHORD 15-16=-315/319, 14-15=-497/1019, 13-14=-518/1078, 11-13=-703/1214, 10-11=-675/1117, 9-10=-675/1117 WEBS 2-15=-640/615, 2-14=-158/494, 4-13=-315/491, 5-13=-780/635, 5-11=-258/210, 6-11=-190/395, 1-15=-732/1082, 7-9=-1350/825, 8-18=-1445/861 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 11-0-1, Exterior(2E) 11-0-1 to 17-5-15, Interior(1) 17-5-15 to 20-1-15, Exterior(2R) 20-1-15 to 26-1-15, Interior(1) 26-1-15 to 31-1-0 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) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 18 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) 16=716, 18=661. October 26,2021 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 2965979-PSLP Truss A3 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25761560 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-THgv6G3et45gI57KlH1UZoDR72PpC9R1yEbNdfyPryb Scale = 1:65.5 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 5x6 ST1.5x8 STP 6x8 4x4 5x6 8x12 4x6 5x6 3x8 3x8 3x4 3x6 3x4 4x6 4x6 3x4 6x8 5-1-0 5-1-0 9-10-8 4-9-8 15-1-8 5-3-0 21-1-6 5-11-14 26-3-15 5-2-9 31-10-0 5-6-1 5-1-0 5-1-0 9-10-8 4-9-8 15-1-8 5-3-0 18-5-6 3-3-14 21-1-6 2-8-0 26-3-15 5-2-9 31-10-0 5-6-1 5-7-88-10-1310-6-123-6-81-0-010-6-126.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-7], [4:0-4-0,0-1-15], [6:0-3-0,0-2-0], [8:0-10-4,Edge], [12:0-3-0,0-3-0] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.70 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.17 0.08 0.12 (loc) 12-13 12-13 17 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 280 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4,6-8: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. WEBS 1 Row at midpt 3-13, 4-13, 5-12, 5-11, 1-15, 1-14, 2-14 REACTIONS. (size)15=Mechanical, 17=0-5-10 Max Horz 15=291(LC 11) Max Uplift 15=-927(LC 12), 17=-797(LC 12) Max Grav 15=2349(LC 17), 17=2014(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1569/1012, 2-3=-2086/1481, 3-4=-1856/1425, 4-5=-2367/1665, 5-6=-1999/1414, 6-7=-2256/1476, 7-8=-1882/1142, 1-15=-2271/1459 BOT CHORD 14-15=-288/290, 13-14=-784/1552, 12-13=-1111/2139, 11-12=-1224/2168, 10-11=-953/1635, 9-10=-190/330 WEBS 3-13=-279/149, 4-13=-700/379, 4-12=-323/569, 5-12=-325/406, 5-11=-964/578, 6-11=-374/727, 7-11=-177/560, 7-10=-802/635, 8-10=-952/1622, 1-14=-1214/1976, 2-14=-1257/951, 2-13=-403/1053, 8-17=-2056/1190 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 9-10-8, Exterior(2E) 9-10-8 to 18-5-6, Interior(1) 18-5-6 to 21-1-6, Exterior(2R) 21-1-6 to 27-1-6, Interior(1) 27-1-6 to 31-1-0 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) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 17 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) 15=927, 17=797. 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. Continued on page 2 October 26,2021 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 2965979-PSLP Truss A3 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25761560 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:16 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-THgv6G3et45gI57KlH1UZoDR72PpC9R1yEbNdfyPryb NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 344 lb down and 298 lb up at 9-10-8, 344 lb down and 298 lb up at 15-1-8, and 287 lb down and 248 lb up at 13-1-8, and 287 lb down and 248 lb up at 11-10-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-114(F=-60), 4-5=-54, 5-6=-54, 6-8=-54, 9-15=-20 Concentrated Loads (lb) Vert: 3=-300(F) 4=-300(F) 20=-250(F) 21=-250(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-104(F=-60), 4-5=-44, 5-6=-44, 6-8=-44, 14-15=-35, 14-23=-50, 23-24=-35, 12-24=-50, 12-25=-35, 25-26=-50, 9-26=-35 Concentrated Loads (lb) Vert: 3=-259(F) 4=-259(F) 20=-216(F) 21=-216(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-14, 3-4=-74(F=-60), 4-5=-14, 5-6=-14, 6-8=-14, 9-15=-40 Concentrated Loads (lb) Vert: 3=-219(F) 4=-219(F) 20=-182(F) 21=-182(F) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-19=70, 3-19=57, 3-4=10(F=-60), 4-5=70, 5-6=57, 6-22=83, 8-22=57, 9-15=-10 Horz: 1-19=-79, 3-19=-65, 4-5=79, 5-6=65, 6-22=92, 8-22=65 Concentrated Loads (lb) Vert: 3=298(F) 4=298(F) 20=248(F) 21=248(F) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-18=57, 3-18=83, 3-4=23(F=-60), 4-5=57, 5-6=83, 6-8=57, 9-15=-10 Horz: 1-18=-65, 3-18=-92, 4-5=65, 5-6=92, 6-8=65 Concentrated Loads (lb) Vert: 3=298(F) 4=298(F) 20=248(F) 21=248(F) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-46, 3-4=-106(F=-60), 4-5=-46, 5-6=-46, 6-8=-46, 9-15=-20 Horz: 1-3=32, 4-5=-32, 5-6=-32, 6-8=-32 Concentrated Loads (lb) Vert: 3=-267(F) 4=-267(F) 20=-223(F) 21=-223(F) 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-46, 3-4=-106(F=-60), 4-5=-46, 5-6=-46, 6-8=-46, 9-15=-20 Horz: 1-3=32, 4-5=-32, 5-6=-32, 6-8=-32 Concentrated Loads (lb) Vert: 3=-267(F) 4=-267(F) 20=-223(F) 21=-223(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 3-4=-5(F=-60), 4-5=38, 5-6=32, 6-8=38, 9-15=-10 Horz: 1-3=-24, 4-5=46, 5-6=40, 6-8=46 Concentrated Loads (lb) Vert: 3=180(F) 4=180(F) 20=150(F) 21=150(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=38, 3-21=-28(F=-60), 4-21=-5(F=-60), 4-5=16, 5-6=55, 6-8=16, 9-15=-10 Horz: 1-3=-46, 4-5=24, 5-6=63, 6-8=24 Concentrated Loads (lb) Vert: 3=180(F) 4=180(F) 20=150(F) 21=150(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-4=-76(F=-60), 4-5=8, 5-6=-16, 6-8=8, 9-15=-20 Horz: 1-3=28, 4-5=22, 5-6=-2, 6-8=22 Concentrated Loads (lb) Vert: 3=-251(F) 4=-251(F) 20=-209(F) 21=-209(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 3-4=-76(F=-60), 4-5=-42, 5-6=-16, 6-8=-42, 9-15=-20 Horz: 1-3=-22, 4-5=-28, 5-6=-2, 6-8=-28 Concentrated Loads (lb) Vert: 3=-251(F) 4=-251(F) 20=-209(F) 21=-209(F) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=55, 3-4=-5(F=-60), 4-5=55, 5-6=55, 6-8=55, 9-15=-10 Horz: 1-3=-63, 4-5=63, 5-6=63, 6-8=63 Concentrated Loads (lb) Vert: 3=180(F) 4=180(F) 20=150(F) 21=150(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 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 2965979-PSLP Truss A3 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25761560 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:16 2021 Page 3 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-THgv6G3et45gI57KlH1UZoDR72PpC9R1yEbNdfyPryb LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=21, 3-4=-39(F=-60), 4-5=21, 5-6=21, 6-8=21, 9-15=-10 Horz: 1-3=-29, 4-5=29, 5-6=29, 6-8=29 Concentrated Loads (lb) Vert: 3=43(F) 4=43(F) 20=36(F) 21=36(F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-16, 3-4=-76(F=-60), 4-5=-16, 5-6=-16, 6-8=-16, 9-15=-20 Horz: 1-3=2, 4-5=-2, 5-6=-2, 6-8=-2 Concentrated Loads (lb) Vert: 3=-186(F) 4=-186(F) 20=-155(F) 21=-155(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-16, 3-4=-76(F=-60), 4-5=-16, 5-6=-16, 6-8=-16, 9-15=-20 Horz: 1-3=2, 4-5=-2, 5-6=-2, 6-8=-2 Concentrated Loads (lb) Vert: 3=-186(F) 4=-186(F) 20=-155(F) 21=-155(F) 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-14, 3-4=-74(F=-60), 4-5=-14, 5-6=-14, 6-8=-14, 14-15=-40, 14-23=-60, 23-24=-40, 12-24=-60, 12-25=-40, 25-26=-60, 9-26=-40 Concentrated Loads (lb) Vert: 3=-138(F) 4=-138(F) 20=-115(F) 21=-115(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-65, 3-4=-105(F=-60), 4-5=-28, 5-6=-45, 6-8=-28, 14-15=-35, 14-23=-50, 23-24=-35, 12-24=-50, 12-25=-35, 25-26=-50, 9-26=-35 Horz: 1-3=21, 4-5=16, 5-6=-1, 6-8=16 Concentrated Loads (lb) Vert: 3=-344(F) 4=-344(F) 20=-287(F) 21=-287(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-105(F=-60), 4-5=-65, 5-6=-45, 6-8=-65, 14-15=-35, 14-23=-50, 23-24=-35, 12-24=-50, 12-25=-35, 25-26=-50, 9-26=-35 Horz: 1-3=-16, 4-5=-21, 5-6=-1, 6-8=-21 Concentrated Loads (lb) Vert: 3=-344(F) 4=-344(F) 20=-287(F) 21=-287(F) 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-45, 3-4=-105(F=-60), 4-5=-45, 5-6=-45, 6-8=-45, 14-15=-35, 14-23=-50, 23-24=-35, 12-24=-50, 12-25=-35, 25-26=-50, 9-26=-35 Horz: 1-3=1, 4-5=-1, 5-6=-1, 6-8=-1 Concentrated Loads (lb) Vert: 3=-296(F) 4=-296(F) 20=-247(F) 21=-247(F) 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-45, 3-4=-105(F=-60), 4-5=-45, 5-6=-45, 6-8=-45, 14-15=-35, 14-23=-50, 23-24=-35, 12-24=-50, 12-25=-35, 25-26=-50, 9-26=-35 Horz: 1-3=1, 4-5=-1, 5-6=-1, 6-8=-1 Concentrated Loads (lb) Vert: 3=-296(F) 4=-296(F) 20=-247(F) 21=-247(F) 21) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-114(F=-60), 4-5=-14, 5-6=-14, 6-8=-14, 9-15=-20 Concentrated Loads (lb) Vert: 3=-300(F) 4=-300(F) 20=-250(F) 21=-250(F) 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-14, 3-4=-114(F=-60), 4-5=-54, 5-6=-54, 6-8=-54, 9-15=-20 Concentrated Loads (lb) Vert: 3=-300(F) 4=-300(F) 20=-250(F) 21=-250(F) 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-104(F=-60), 4-5=-14, 5-6=-14, 6-8=-14, 14-15=-35, 14-23=-50, 23-24=-35, 12-24=-50, 12-25=-35, 25-26=-50, 9-26=-35 Concentrated Loads (lb) Vert: 3=-259(F) 4=-259(F) 20=-216(F) 21=-216(F) 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-14, 3-4=-104(F=-60), 4-5=-44, 5-6=-44, 6-8=-44, 14-15=-35, 14-23=-50, 23-24=-35, 12-24=-50, 12-25=-35, 25-26=-50, 9-26=-35 Concentrated Loads (lb) Vert: 3=-259(F) 4=-259(F) 20=-216(F) 21=-216(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 2965979-PSLP Truss A4 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25761561 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-yTEHJb4GeNDXvFiWI_Yj6?leLSgnxb8BAuKw96yPrya Scale = 1:66.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 22 23 24 5x6 ST1.5x8 STP 6x8 4x4 5x8 6x8 5x12 5x6 3x6 5x6 3x8 3x8 4x6 3x8 3x4 6x8 5-1-0 5-1-0 9-10-8 4-9-8 15-1-8 5-3-0 19-6-14 4-5-6 22-2-14 2-8-0 30-1-6 7-10-8 31-10-0 1-8-10 5-1-0 5-1-0 9-10-8 4-9-8 15-1-8 5-3-0 19-6-14 4-5-6 22-2-14 2-8-0 30-1-6 7-10-8 31-10-0 1-8-10 5-7-88-4-14-4-1310-6-124-4-131-0-010-6-126.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-7], [4:0-4-0,0-1-15], [6:0-5-0,0-2-0], [8:0-5-4,0-3-0], [11:0-3-0,0-3-0], [13:0-3-8,0-1-8] 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 0.77 0.91 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.35 -0.06 0.12 (loc) 9-10 9-10 16 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 262 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x6 SP No.2, 6-7: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 8-9: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-13 oc bracing. WEBS 1 Row at midpt 3-12, 4-12, 5-11, 5-10, 7-10, 1-14, 1-13, 2-13 REACTIONS. (size)14=Mechanical, 16=0-5-10 Max Horz 14=276(LC 11) Max Uplift 14=-1046(LC 12), 16=-881(LC 12) Max Grav 14=2029(LC 17), 16=1792(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1344/1063, 2-3=-1749/1557, 3-4=-1546/1492, 4-5=-2007/1731, 5-6=-1749/1442, 6-7=-1977/1439, 7-8=-280/158, 9-15=-1498/1880, 8-15=-1498/1880, 1-14=-1952/1531 BOT CHORD 13-14=-274/278, 12-13=-870/1344, 11-12=-1225/1792, 10-11=-1359/1870, 9-10=-520/689 WEBS 4-12=-643/397, 4-11=-270/621, 5-11=-405/369, 5-10=-819/701, 6-10=-238/588, 7-10=-735/1154, 7-9=-1782/1577, 1-13=-1282/1684, 2-13=-1038/1001, 2-12=-448/838, 8-16=-1819/1253 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 9-10-8, Exterior(2E) 9-10-8 to 19-6-14, Interior(1) 19-6-14 to 22-2-14, Exterior(2R) 22-2-14 to 28-2-14, Interior(1) 28-2-14 to 31-1-0 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) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 16 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) 14=1046, 16=881. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 344 lb down and 298 lb up at 9-10-8, and 344 lb down and 298 lb up at 15-1-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 October 26,2021 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 2965979-PSLP Truss A4 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25761561 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:18 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-QgnfXx4uPhMOXOHish3yeDIp5s00g2OKPY4UhYyPryZ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-114(F=-60), 4-5=-54, 5-6=-54, 6-7=-54, 7-8=-54, 9-14=-20 Concentrated Loads (lb) Vert: 3=-300(F) 4=-300(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 2965979-PSLP Truss A5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25761562 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:19 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-usL2kH5WA_UF9YsvQPbBBQryCGNGPSKUeCp1E_yPryY Scale = 1:66.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 22 23 24 5x6 ST1.5x8 STP 6x8 5x6 4x4 4x4 5x12 3x8 3x6 5x6 3x8 3x8 4x6 3x8 3x4 6x8 5-1-0 5-1-0 9-10-8 4-9-8 15-1-8 5-3-0 21-6-14 6-5-6 24-2-14 2-8-0 28-1-6 3-10-8 31-10-0 3-8-10 5-1-0 5-1-0 9-10-8 4-9-8 15-1-8 5-3-0 21-6-14 6-5-6 24-2-14 2-8-0 28-1-6 3-10-8 31-10-0 3-8-10 5-7-87-4-15-4-1310-6-125-4-131-0-010-6-126.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-7], [4:0-4-0,0-1-15], [8:0-5-4,0-3-0], [11:0-3-0,0-3-4], [13:0-3-8,0-1-8] 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 0.94 0.85 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.36 0.07 0.11 (loc) 10-11 10-11 16 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 262 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x6 SP No.2, 4-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 9-11: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-4 oc bracing. WEBS 1 Row at midpt 3-12, 4-12, 5-11, 5-10, 1-14, 2-13, 7-9 REACTIONS. (size)14=Mechanical, 16=0-5-10 Max Horz 14=249(LC 11) Max Uplift 14=-731(LC 12), 16=-692(LC 12) Max Grav 14=2004(LC 17), 16=1744(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1327/785, 2-3=-1719/1143, 3-4=-1518/1113, 4-5=-2010/1242, 5-6=-1634/988, 6-7=-1826/1034, 9-15=-904/1677, 8-15=-904/1677, 1-14=-1928/1137 BOT CHORD 13-14=-246/256, 12-13=-688/1313, 11-12=-872/1760, 10-11=-1086/1910, 9-10=-646/1116 WEBS 4-12=-675/354, 4-11=-215/595, 5-11=-349/390, 5-10=-950/666, 6-10=-288/631, 7-10=-340/770, 1-13=-918/1657, 2-13=-1010/735, 2-12=-206/810, 7-9=-1826/1071, 8-16=-1759/991 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 9-10-8, Exterior(2E) 9-10-8 to 15-1-8, Exterior(2R) 15-1-8 to 21-1-8, Interior(1) 21-1-8 to 24-2-14, Exterior(2E) 24-2-14 to 28-1-6, Interior(1) 28-1-6 to 31-1-0 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) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 16 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) 14=731, 16=692. 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. Continued on page 2 October 26,2021 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 2965979-PSLP Truss A5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25761562 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:19 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-usL2kH5WA_UF9YsvQPbBBQryCGNGPSKUeCp1E_yPryY NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 344 lb down and 298 lb up at 9-10-8, and 344 lb down and 298 lb up at 15-1-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-114(F=-60), 4-5=-54, 5-6=-54, 6-7=-54, 7-8=-54, 9-14=-20 Concentrated Loads (lb) Vert: 3=-300(F) 4=-300(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-104(F=-60), 4-5=-44, 5-6=-44, 6-7=-44, 7-8=-44, 13-14=-35, 13-21=-50, 21-22=-35, 11-22=-50, 11-23=-35, 23-24=-50, 9-24=-35 Concentrated Loads (lb) Vert: 3=-259(F) 4=-259(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-14, 3-4=-74(F=-60), 4-5=-14, 5-6=-14, 6-7=-14, 7-8=-14, 9-14=-40 Concentrated Loads (lb) Vert: 3=-219(F) 4=-219(F) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-18=70, 3-18=57, 3-4=10(F=-60), 4-20=83, 5-20=57, 5-6=57, 6-7=70, 7-8=57, 9-14=-10 Horz: 1-18=-79, 3-18=-65, 4-20=92, 5-20=65, 6-7=79 Drag: 7-8=-0 Concentrated Loads (lb) Vert: 3=298(F) 4=298(F) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=57, 3-17=83, 3-4=23(F=-60), 4-5=57, 5-6=83, 6-7=57, 7-8=57, 9-14=-10 Horz: 1-17=-65, 3-17=-92, 4-5=65, 6-7=65 Drag: 7-8=-0 Concentrated Loads (lb) Vert: 3=298(F) 4=298(F) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-46, 3-4=-106(F=-60), 4-5=-46, 5-6=-46, 6-7=-46, 7-8=-46, 9-14=-20 Horz: 1-3=32, 4-5=-32, 6-7=-32 Drag: 7-8=0 Concentrated Loads (lb) Vert: 3=-267(F) 4=-267(F) 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-46, 3-4=-106(F=-60), 4-5=-46, 5-6=-46, 6-7=-46, 7-8=-46, 9-14=-20 Horz: 1-3=32, 4-5=-32, 6-7=-32 Drag: 7-8=0 Concentrated Loads (lb) Vert: 3=-267(F) 4=-267(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 3-4=-5(F=-60), 4-5=38, 5-6=32, 6-7=38, 7-8=32, 9-14=-10 Horz: 1-3=-24, 4-5=46, 6-7=46 Drag: 7-8=-0 Concentrated Loads (lb) Vert: 3=180(F) 4=180(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=38, 3-19=-28(F=-60), 4-19=-5(F=-60), 4-5=16, 5-6=55, 6-7=16, 7-8=55, 9-14=-10 Horz: 1-3=-46, 4-5=24, 6-7=24 Drag: 7-8=-0 Concentrated Loads (lb) Vert: 3=180(F) 4=180(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-4=-76(F=-60), 4-5=8, 5-6=-16, 6-7=8, 7-8=-16, 9-14=-20 Horz: 1-3=28, 4-5=22, 6-7=22 Concentrated Loads (lb) Vert: 3=-251(F) 4=-251(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 3-4=-76(F=-60), 4-5=-42, 5-6=-16, 6-7=-42, 7-8=-16, 9-14=-20 Horz: 1-3=-22, 4-5=-28, 6-7=-28 Concentrated Loads (lb) Vert: 3=-251(F) 4=-251(F) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 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 2965979-PSLP Truss A5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25761562 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:19 2021 Page 3 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-usL2kH5WA_UF9YsvQPbBBQryCGNGPSKUeCp1E_yPryY LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=55, 3-4=-5(F=-60), 4-5=55, 5-6=55, 6-7=55, 7-8=55, 9-14=-10 Horz: 1-3=-63, 4-5=63, 6-7=63 Drag: 7-8=-0 Concentrated Loads (lb) Vert: 3=180(F) 4=180(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=21, 3-4=-39(F=-60), 4-5=21, 5-6=21, 6-7=21, 7-8=21, 9-14=-10 Horz: 1-3=-29, 4-5=29, 6-7=29 Drag: 7-8=-0 Concentrated Loads (lb) Vert: 3=43(F) 4=43(F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-16, 3-4=-76(F=-60), 4-5=-16, 5-6=-16, 6-7=-16, 7-8=-16, 9-14=-20 Horz: 1-3=2, 4-5=-2, 6-7=-2 Concentrated Loads (lb) Vert: 3=-186(F) 4=-186(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-16, 3-4=-76(F=-60), 4-5=-16, 5-6=-16, 6-7=-16, 7-8=-16, 9-14=-20 Horz: 1-3=2, 4-5=-2, 6-7=-2 Concentrated Loads (lb) Vert: 3=-186(F) 4=-186(F) 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-14, 3-4=-74(F=-60), 4-5=-14, 5-6=-14, 6-7=-14, 7-8=-14, 13-14=-40, 13-21=-60, 21-22=-40, 11-22=-60, 11-23=-40, 23-24=-60, 9-24=-40 Concentrated Loads (lb) Vert: 3=-138(F) 4=-138(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-65, 3-4=-105(F=-60), 4-5=-28, 5-6=-45, 6-7=-28, 7-8=-45, 13-14=-35, 13-21=-50, 21-22=-35, 11-22=-50, 11-23=-35, 23-24=-50, 9-24=-35 Horz: 1-3=21, 4-5=16, 6-7=16 Concentrated Loads (lb) Vert: 3=-344(F) 4=-344(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-105(F=-60), 4-5=-65, 5-6=-45, 6-7=-65, 7-8=-45, 13-14=-35, 13-21=-50, 21-22=-35, 11-22=-50, 11-23=-35, 23-24=-50, 9-24=-35 Horz: 1-3=-16, 4-5=-21, 6-7=-21 Concentrated Loads (lb) Vert: 3=-344(F) 4=-344(F) 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-45, 3-4=-105(F=-60), 4-5=-45, 5-6=-45, 6-7=-45, 7-8=-45, 13-14=-35, 13-21=-50, 21-22=-35, 11-22=-50, 11-23=-35, 23-24=-50, 9-24=-35 Horz: 1-3=1, 4-5=-1, 6-7=-1 Concentrated Loads (lb) Vert: 3=-296(F) 4=-296(F) 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-45, 3-4=-105(F=-60), 4-5=-45, 5-6=-45, 6-7=-45, 7-8=-45, 13-14=-35, 13-21=-50, 21-22=-35, 11-22=-50, 11-23=-35, 23-24=-50, 9-24=-35 Horz: 1-3=1, 4-5=-1, 6-7=-1 Concentrated Loads (lb) Vert: 3=-296(F) 4=-296(F) 21) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-114(F=-60), 4-5=-14, 5-6=-14, 6-7=-14, 7-8=-14, 9-14=-20 Concentrated Loads (lb) Vert: 3=-300(F) 4=-300(F) 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-14, 3-4=-114(F=-60), 4-5=-54, 5-6=-54, 6-7=-54, 7-8=-54, 9-14=-20 Concentrated Loads (lb) Vert: 3=-300(F) 4=-300(F) 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-104(F=-60), 4-5=-14, 5-6=-14, 6-7=-14, 7-8=-14, 13-14=-35, 13-21=-50, 21-22=-35, 11-22=-50, 11-23=-35, 23-24=-50, 9-24=-35 Concentrated Loads (lb) Vert: 3=-259(F) 4=-259(F) 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 4 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 2965979-PSLP Truss A5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25761562 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:19 2021 Page 4 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-usL2kH5WA_UF9YsvQPbBBQryCGNGPSKUeCp1E_yPryY LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-14, 3-4=-104(F=-60), 4-5=-44, 5-6=-44, 6-7=-44, 7-8=-44, 13-14=-35, 13-21=-50, 21-22=-35, 11-22=-50, 11-23=-35, 23-24=-50, 9-24=-35 Concentrated Loads (lb) Vert: 3=-259(F) 4=-259(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 2965979-PSLP Truss A6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25761563 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:20 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-M2vQyd68xIc6miR5_66QjeN7ygjv8uLdssZamRyPryX Scale = 1:67.1 1 2 3 4 5 6 7 8 14 13 12 11 10 9 16 17 18 19 20 21 22 23 24 25 26 27 28 15 5x8 ST1.5x8 STP 5x6 6x8 4x4 5x12 5x6 3x6 5x6 3x8 3x4 5x8 4x6 4x6 3x4 6x8 6x8 5-1-0 5-1-0 9-10-8 4-9-8 15-1-8 5-3-0 23-6-14 8-5-6 31-10-0 8-3-2 5-1-0 5-1-0 9-10-8 4-9-8 15-1-8 5-3-0 19-4-3 4-2-11 23-6-14 4-2-11 27-4-13 3-9-15 31-10-0 4-5-3 6-4-85-7-87-1-110-6-120-9-06-4-11-0-010-6-126.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-7], [4:0-4-0,0-1-15], [8:0-5-4,0-3-0], [11:0-3-0,0-3-4] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.89 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.36 -0.07 0.15 (loc) 10-11 10-11 17 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 276 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-11: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 8-9: 2x4 SP No.2, 1-15: 2x6 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-12 oc bracing. WEBS 1 Row at midpt 3-12, 4-12, 5-11, 5-10, 7-9, 1-15, 1-13, 2-13 REACTIONS. (size)15=0-5-8, 17=0-5-10 Max Horz 15=-225(LC 10) Max Uplift 15=-901(LC 12), 17=-819(LC 12) Max Grav 15=2359(LC 17), 17=1961(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1577/976, 2-3=-2094/1424, 3-4=-1865/1375, 4-5=-2390/1576, 5-6=-2573/1508, 6-7=-2220/1262, 9-16=-1043/1881, 8-16=-1043/1881, 14-15=-2359/1397, 1-14=-2286/1414 BOT CHORD 13-14=-249/273, 12-13=-915/1516, 11-12=-1198/2128, 10-11=-1314/2195, 9-10=-755/1260 WEBS 3-12=-292/179, 4-12=-738/359, 4-11=-265/631, 5-11=-332/376, 6-10=-1334/874, 7-10=-976/1846, 7-9=-2053/1248, 1-13=-1149/1979, 2-13=-1278/906, 2-12=-405/1075, 8-17=-1972/1142 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 6-2-12, Interior(1) 6-2-12 to 9-10-8, Exterior(2E) 9-10-8 to 15-1-8, Exterior(2R) 15-1-8 to 21-1-8, Interior(1) 21-1-8 to 31-1-0 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) 15, 17 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) 15=901, 17=819. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. Continued on page 2 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). October 26,2021 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 2965979-PSLP Truss A6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25761563 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:20 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-M2vQyd68xIc6miR5_66QjeN7ygjv8uLdssZamRyPryX NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 344 lb down and 298 lb up at 9-10-8, 344 lb down and 298 lb up at 15-1-8, and 287 lb down and 248 lb up at 11-10-8, and 287 lb down and 248 lb up at 13-1-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-114(F=-60), 4-6=-54, 6-8=-54, 9-14=-20 Concentrated Loads (lb) Vert: 3=-300(F) 4=-300(F) 20=-250(F) 21=-250(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-104(F=-60), 4-6=-44, 6-8=-44, 13-14=-35, 13-23=-50, 23-24=-35, 11-24=-50, 11-25=-35, 25-26=-50, 26-27=-35, 27-28=-50, 9-28=-35 Concentrated Loads (lb) Vert: 3=-259(F) 4=-259(F) 20=-216(F) 21=-216(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-14, 3-4=-74(F=-60), 4-6=-14, 6-8=-14, 9-14=-40 Concentrated Loads (lb) Vert: 3=-219(F) 4=-219(F) 20=-182(F) 21=-182(F) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-19=70, 3-19=57, 3-4=10(F=-60), 4-22=83, 6-22=57, 6-8=57, 9-14=-10 Horz: 1-19=-79, 3-19=-65, 4-22=92, 6-22=65 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 3=298(F) 4=298(F) 20=248(F) 21=248(F) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-18=57, 3-18=83, 3-4=23(F=-60), 4-6=57, 6-8=57, 9-14=-10 Horz: 1-18=-65, 3-18=-92, 4-6=65 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 3=298(F) 4=298(F) 20=248(F) 21=248(F) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-46, 3-4=-106(F=-60), 4-6=-46, 6-8=-46, 9-14=-20 Horz: 1-3=32, 4-6=-32 Drag: 6-7=0 Concentrated Loads (lb) Vert: 3=-267(F) 4=-267(F) 20=-223(F) 21=-223(F) 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-46, 3-4=-106(F=-60), 4-6=-46, 6-8=-46, 9-14=-20 Horz: 1-3=32, 4-6=-32 Drag: 6-7=0 Concentrated Loads (lb) Vert: 3=-267(F) 4=-267(F) 20=-223(F) 21=-223(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 3-4=-5(F=-60), 4-6=38, 6-8=32, 9-14=-10 Horz: 1-3=-24, 4-6=46 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 3=180(F) 4=180(F) 20=150(F) 21=150(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=38, 3-21=-28(F=-60), 4-21=-5(F=-60), 4-6=16, 6-8=55, 9-14=-10 Horz: 1-3=-46, 4-6=24 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 3=180(F) 4=180(F) 20=150(F) 21=150(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-4=-76(F=-60), 4-6=8, 6-8=-16, 9-14=-20 Horz: 1-3=28, 4-6=22 Concentrated Loads (lb) Vert: 3=-251(F) 4=-251(F) 20=-209(F) 21=-209(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 3-4=-76(F=-60), 4-6=-42, 6-8=-16, 9-14=-20 Horz: 1-3=-22, 4-6=-28 Concentrated Loads (lb) Vert: 3=-251(F) 4=-251(F) 20=-209(F) 21=-209(F) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 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 2965979-PSLP Truss A6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25761563 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:20 2021 Page 3 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-M2vQyd68xIc6miR5_66QjeN7ygjv8uLdssZamRyPryX LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=55, 3-4=-5(F=-60), 4-6=55, 6-8=55, 9-14=-10 Horz: 1-3=-63, 4-6=63 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 3=180(F) 4=180(F) 20=150(F) 21=150(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=21, 3-4=-39(F=-60), 4-6=21, 6-8=21, 9-14=-10 Horz: 1-3=-29, 4-6=29 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 3=43(F) 4=43(F) 20=36(F) 21=36(F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-16, 3-4=-76(F=-60), 4-6=-16, 6-8=-16, 9-14=-20 Horz: 1-3=2, 4-6=-2 Concentrated Loads (lb) Vert: 3=-186(F) 4=-186(F) 20=-155(F) 21=-155(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-16, 3-4=-76(F=-60), 4-6=-16, 6-8=-16, 9-14=-20 Horz: 1-3=2, 4-6=-2 Concentrated Loads (lb) Vert: 3=-186(F) 4=-186(F) 20=-155(F) 21=-155(F) 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-14, 3-4=-74(F=-60), 4-6=-14, 6-8=-14, 13-14=-40, 13-23=-60, 23-24=-40, 11-24=-60, 11-25=-40, 25-26=-60, 26-27=-40, 27-28=-60, 9-28=-40 Concentrated Loads (lb) Vert: 3=-138(F) 4=-138(F) 20=-115(F) 21=-115(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-65, 3-4=-105(F=-60), 4-6=-28, 6-8=-45, 13-14=-35, 13-23=-50, 23-24=-35, 11-24=-50, 11-25=-35, 25-26=-50, 26-27=-35, 27-28=-50, 9-28=-35 Horz: 1-3=21, 4-6=16 Concentrated Loads (lb) Vert: 3=-344(F) 4=-344(F) 20=-287(F) 21=-287(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-105(F=-60), 4-6=-65, 6-8=-45, 13-14=-35, 13-23=-50, 23-24=-35, 11-24=-50, 11-25=-35, 25-26=-50, 26-27=-35, 27-28=-50, 9-28=-35 Horz: 1-3=-16, 4-6=-21 Concentrated Loads (lb) Vert: 3=-344(F) 4=-344(F) 20=-287(F) 21=-287(F) 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-45, 3-4=-105(F=-60), 4-6=-45, 6-8=-45, 13-14=-35, 13-23=-50, 23-24=-35, 11-24=-50, 11-25=-35, 25-26=-50, 26-27=-35, 27-28=-50, 9-28=-35 Horz: 1-3=1, 4-6=-1 Concentrated Loads (lb) Vert: 3=-296(F) 4=-296(F) 20=-247(F) 21=-247(F) 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-45, 3-4=-105(F=-60), 4-6=-45, 6-8=-45, 13-14=-35, 13-23=-50, 23-24=-35, 11-24=-50, 11-25=-35, 25-26=-50, 26-27=-35, 27-28=-50, 9-28=-35 Horz: 1-3=1, 4-6=-1 Concentrated Loads (lb) Vert: 3=-296(F) 4=-296(F) 20=-247(F) 21=-247(F) 21) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-114(F=-60), 4-6=-14, 6-8=-14, 9-14=-20 Concentrated Loads (lb) Vert: 3=-300(F) 4=-300(F) 20=-250(F) 21=-250(F) 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-14, 3-4=-114(F=-60), 4-6=-54, 6-8=-54, 9-14=-20 Concentrated Loads (lb) Vert: 3=-300(F) 4=-300(F) 20=-250(F) 21=-250(F) 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-104(F=-60), 4-6=-14, 6-8=-14, 13-14=-35, 13-23=-50, 23-24=-35, 11-24=-50, 11-25=-35, 25-26=-50, 26-27=-35, 27-28=-50, 9-28=-35 Concentrated Loads (lb) Vert: 3=-259(F) 4=-259(F) 20=-216(F) 21=-216(F) 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 4 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 2965979-PSLP Truss A6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25761563 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:20 2021 Page 4 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-M2vQyd68xIc6miR5_66QjeN7ygjv8uLdssZamRyPryX LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-14, 3-4=-104(F=-60), 4-6=-44, 6-8=-44, 13-14=-35, 13-23=-50, 23-24=-35, 11-24=-50, 11-25=-35, 25-26=-50, 26-27=-35, 27-28=-50, 9-28=-35 Concentrated Loads (lb) Vert: 3=-259(F) 4=-259(F) 20=-216(F) 21=-216(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 2965979-PSLP Truss A7 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25761564 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-IR1AMJ8PSvsq00bT5X8up3TYDTRgctqwKA2hqJyPryV Scale = 1:89.7 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x12 4x6 2x4 5x8 3x6 3x4 2x4 6x8 3x4 3x4 5x8 3x8 2x4 4x6 5x8 6x8 7-0-11 7-0-11 12-3-13 5-3-2 12-7-10 0-3-13 21-11-8 9-3-14 27-0-8 5-1-0 33-3-8 6-3-0 39-10-0 6-6-8 -1-0-0 1-0-0 7-0-11 7-0-11 12-7-10 5-6-15 17-3-9 4-7-15 21-11-8 4-7-15 27-0-8 5-1-0 33-3-8 6-3-0 39-10-0 6-6-8 0-4-811-4-44-2-81-9-00-9-011-4-46.00 12 Plate Offsets (X,Y)-- [7:0-6-0,0-2-8], [8:0-3-0,0-2-0], [10:0-6-12,0-1-8], [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 0.64 0.74 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.56 0.04 0.07 (loc) 15-16 15-16 20 2-18 l/defl >923 >582 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 286 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 8-10: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-17: 2x4 SP No.3, 13-16: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-11 oc bracing. Except: 3-7-0 oc bracing: 16-17 WEBS 1 Row at midpt 6-16, 7-15, 8-14, 9-14, 9-11 REACTIONS. (size)2=0-7-10, 17=0-7-10, 20=0-5-10 Max Horz 2=-448(LC 10) Max Uplift 2=-299(LC 12), 17=-970(LC 12), 20=-572(LC 12) Max Grav 2=444(LC 21), 17=2185(LC 17), 20=1222(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-472/203, 3-5=-204/515, 5-6=-142/451, 6-7=-881/762, 7-8=-844/815, 8-9=-980/799, 9-10=-295/224, 11-19=-469/948, 10-19=-469/948 BOT CHORD 2-18=-332/430, 17-18=-332/430, 16-17=-1694/950, 5-16=-338/369, 15-16=-347/541, 14-15=-332/746, 12-14=-508/889, 11-12=-508/889 WEBS 3-18=0/283, 3-17=-759/473, 6-16=-1368/737, 6-15=-12/487, 7-14=-174/269, 9-14=-260/220, 9-12=0/368, 9-11=-1099/628, 10-20=-1242/714 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 21-11-8, Exterior(2E) 21-11-8 to 27-0-8, Exterior(2R) 27-0-8 to 35-6-5, Interior(1) 35-6-5 to 39-1-0 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) 20 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=299, 17=970, 20=572. October 26,2021 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 2965979-PSLP Truss A8 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25761565 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-mdbYaf81DD_gdAAgfFf7LG?hTtlwLKi3ZqoFNlyPryU Scale = 1:87.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 4x12 4x6 2x4 5x6 3x6 3x4 2x4 6x8 3x4 3x4 5x8 3x8 2x4 4x6 3x8 6x8 7-0-11 7-0-11 12-0-0 4-11-5 12-7-10 0-7-10 20-10-0 8-2-6 28-2-0 7-4-0 33-10-4 5-8-4 39-10-0 5-11-12 -1-0-0 1-0-0 7-0-11 7-0-11 12-7-10 5-6-15 16-8-13 4-1-3 20-10-0 4-1-3 28-2-0 7-4-0 33-10-4 5-8-4 39-10-0 5-11-12 0-4-810-9-84-2-81-9-00-9-010-9-86.00 12 Plate Offsets (X,Y)-- [7:0-6-0,0-2-8], [8:0-4-0,0-2-8], [10:0-6-12,Edge], [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 0.73 0.80 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.36 0.04 0.07 (loc) 15-16 15-16 20 2-18 l/defl >999 >911 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 270 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-17: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-3-15 oc bracing. Except: 3-11-0 oc bracing: 16-17 WEBS 1 Row at midpt 6-16, 7-15, 8-13, 9-13, 9-11 REACTIONS. (size)2=0-7-10, 17=0-7-10, 20=0-5-10 Max Horz 2=-419(LC 10) Max Uplift 2=-290(LC 12), 17=-981(LC 12), 20=-570(LC 12) Max Grav 2=450(LC 17), 17=2153(LC 17), 20=1226(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-488/183, 3-5=-195/463, 5-6=-134/401, 6-7=-860/735, 7-8=-893/821, 8-9=-1026/811, 9-10=-278/220, 11-19=-492/974, 10-19=-492/974 BOT CHORD 2-18=-322/455, 17-18=-322/455, 16-17=-1663/983, 5-16=-323/371, 15-16=-318/507, 13-15=-356/744, 12-13=-495/853, 11-12=-495/853 WEBS 3-18=0/285, 3-17=-760/476, 6-16=-1353/750, 6-15=-116/553, 7-13=-169/288, 9-12=0/308, 9-11=-1105/635, 10-20=-1244/730 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 20-10-0, Exterior(2E) 20-10-0 to 28-2-0, Exterior(2R) 28-2-0 to 36-7-13, Interior(1) 36-7-13 to 39-1-0 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) 20 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=290, 17=981, 20=570. October 26,2021 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 2965979-PSLP Truss A9 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25761566 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-j0iJ?KAHlqEOtTJ2mghbQh5?9hQ_pC9M08HLReyPryS Scale = 1:82.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 29 30 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x8 4x12 4x6 4x6 3x4 3x6 3x4 2x4 6x8 3x4 2x4 3x8 3x4 3x4 5x6 6x8 7-0-11 7-0-11 12-3-13 5-3-2 12-7-10 0-3-13 18-10-0 6-2-6 24-6-0 5-8-0 30-2-0 5-8-0 39-10-0 9-8-0 -1-0-0 1-0-0 7-0-11 7-0-11 12-7-10 5-6-15 18-10-0 6-2-6 24-6-0 5-8-0 30-2-0 5-8-0 34-10-4 4-8-4 39-10-0 4-11-12 0-4-89-9-84-2-81-9-00-9-09-9-86.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-8], [8:0-6-0,0-2-8], [10:0-6-12,Edge], [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 0.85 0.89 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.47 -0.03 0.07 (loc) 11-12 11-12 20 2-18 l/defl >999 >700 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 265 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-17: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 5-16 4-4-0 oc bracing: 16-17 WEBS 1 Row at midpt 6-15, 7-14, 8-12, 9-11 REACTIONS. (size)2=0-7-10, 17=0-7-10, 20=0-5-10 Max Horz 2=-369(LC 10) Max Uplift 2=-294(LC 12), 17=-976(LC 12), 20=-571(LC 12) Max Grav 2=510(LC 17), 17=2020(LC 17), 20=1227(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-537/186, 3-5=-172/327, 5-6=-839/636, 6-7=-951/840, 7-8=-951/840, 8-9=-1090/788, 9-10=-279/190, 11-19=-535/1002, 10-19=-535/1002 BOT CHORD 2-18=-326/526, 17-18=-326/526, 16-17=-1545/1001, 5-16=-1437/1028, 14-15=-340/684, 12-14=-438/861, 11-12=-472/740 WEBS 3-18=0/285, 3-17=-735/453, 5-15=-466/982, 6-15=-373/369, 6-14=-349/537, 7-14=-348/421, 9-12=-69/337, 9-11=-990/685, 10-20=-1244/742 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 18-10-0, Exterior(2R) 18-10-0 to 27-3-13, Interior(1) 27-3-13 to 30-2-0, Exterior(2R) 30-2-0 to 38-7-13, Interior(1) 38-7-13 to 39-1-0 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) 20 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=294, 17=976, 20=571. October 26,2021 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 2965979-PSLP Truss A10 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25761567 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-3i_mTE1la9j5RdPl38Umx9b_qrJS?pqbFGMj0LyPrye Scale = 1:78.6 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x8 8x12 3x6 4x6 3x6 3x6 3x4 2x4 6x8 3x4 2x4 3x8 3x4 3x4 6x8 7-0-11 7-0-11 12-3-13 5-3-2 12-7-10 0-3-13 16-10-0 4-2-6 24-6-0 7-8-0 32-2-0 7-8-0 39-10-0 7-8-0 -1-0-0 1-0-0 7-0-11 7-0-11 12-7-10 5-6-15 16-10-0 4-2-6 24-6-0 7-8-0 32-2-0 7-8-0 39-10-0 7-8-0 0-4-88-9-84-2-81-9-00-9-08-9-86.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-3], [6:0-6-0,0-2-8], [8:0-6-0,0-2-8], [9:0-10-4,Edge], [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 0.74 0.94 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.18 -0.03 0.07 (loc) 13-14 13-14 19 2-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 255 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 8-9: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-16: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 4-5-0 oc bracing: 15-16 WEBS 1 Row at midpt 6-13 REACTIONS. (size)2=0-7-10, 16=0-7-10, 19=0-5-10 Max Horz 2=352(LC 12) Max Uplift 2=-285(LC 12), 16=-990(LC 12), 19=-566(LC 12) Max Grav 2=536(LC 17), 16=1977(LC 17), 19=1186(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-533/162, 3-5=-148/278, 5-6=-707/517, 6-7=-1091/859, 7-8=-1092/858, 8-9=-1082/676 BOT CHORD 2-17=-322/543, 16-17=-322/543, 15-16=-1491/985, 5-15=-1434/996, 13-14=-253/569, 11-13=-461/862 WEBS 3-17=0/286, 3-16=-755/478, 5-14=-538/1024, 6-14=-518/483, 6-13=-484/742, 7-13=-468/553, 8-13=-193/310, 8-11=-182/287, 9-11=-401/772, 9-19=-1208/725 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 16-10-0, Exterior(2R) 16-10-0 to 25-3-13, Interior(1) 25-3-13 to 32-2-0, Exterior(2E) 32-2-0 to 39-1-0 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) 19 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=285, 16=990, 19=566. October 26,2021 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 2965979-PSLP Truss A11 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25761568 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-XuY9ha1NLSry2n_xds?0UN7B9FhrkGOkUw6GYnyPryd Scale = 1:78.1 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 30 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 3x6 5x6 8x12 3x6 4x6 2x4 4x6 3x4 2x4 5x8 3x4 3x4 3x4 2x4 3x8 6x8 6x8 7-0-11 7-0-11 12-3-13 5-3-2 12-7-10 0-3-13 14-10-0 2-2-6 24-6-0 9-8-0 34-2-0 9-8-0 39-10-0 5-8-0 -1-0-0 1-0-0 7-0-11 7-0-11 12-7-10 5-6-15 14-10-0 2-2-6 21-3-5 6-5-5 27-8-11 6-5-5 34-2-0 6-5-5 39-10-0 5-8-0 0-4-87-9-84-2-81-9-00-9-07-9-86.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-3], [6:0-3-0,0-2-0], [10:0-3-0,0-2-0], [11:0-10-4,Edge], [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 0.51 0.80 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.38 0.03 0.07 (loc) 13-15 13-15 21 2-19 l/defl >999 >867 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 252 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 10-11: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-18: 2x4 SP No.3, 14-17: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 5-17 4-4-0 oc bracing: 17-18 WEBS 1 Row at midpt 7-16, 9-13 REACTIONS. (size)2=0-7-10, 18=0-7-10, 21=0-5-10 Max Horz 2=352(LC 12) Max Uplift 2=-259(LC 12), 18=-1027(LC 12), 21=-555(LC 12) Max Grav 2=531(LC 17), 18=1973(LC 17), 21=1158(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-456/90, 3-5=-193/294, 5-6=-447/291, 6-7=-374/299, 7-9=-1208/774, 9-10=-861/606, 10-11=-979/582 BOT CHORD 2-19=-289/498, 18-19=-289/498, 17-18=-1483/987, 5-17=-1504/955, 15-16=-559/973, 13-15=-673/1130 WEBS 3-19=0/288, 5-16=-600/1131, 7-16=-953/676, 7-15=-101/427, 9-13=-511/355, 11-13=-431/828, 3-18=-766/520, 11-21=-1175/679 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 14-10-0, Exterior(2R) 14-10-0 to 23-3-13, Interior(1) 23-3-13 to 34-2-0, Exterior(2E) 34-2-0 to 39-1-0 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) 21 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=259, 18=1027, 21=555. October 26,2021 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 2965979-PSLP Truss B1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25761569 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-BCGhCgBvW8MFUduFKNDqzvdCE4pcYc8WFn0vz4yPryR Scale = 1:68.0 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 6x8 ST1.5x8 STP ST1.5x8 STP 5x8 4x6 3x6 2x4 5x6 2x4 5x6 3x6 3x4 2x4 5x8 7x10 7x10 4x4 5x8 4x4 5x8 2x4 6-8-15 6-8-15 13-0-0 6-3-1 16-3-6 3-3-6 20-6-6 4-3-0 26-0-3 5-5-13 31-2-5 5-2-3 36-10-0 5-7-11 -1-0-0 1-0-0 6-8-15 6-8-15 13-0-0 6-3-1 16-3-6 3-3-6 20-6-6 4-3-0 26-0-3 5-5-13 31-2-5 5-2-3 36-10-0 5-7-11 0-4-86-10-80-3-80-9-06-10-86.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-15], [10:0-4-0,0-2-2], [12:0-3-0,0-3-0], [15:0-4-12,Edge], [16:0-6-0,0-4-0] 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 0.76 0.67 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.27 0.11 0.23 (loc) 15-16 15-16 11 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 278 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-17,6-14: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-4 oc bracing. WEBS 1 Row at midpt 10-12 REACTIONS. (size)2=0-7-10, 11=0-5-10 Max Horz 2=451(LC 12) Max Uplift 2=-887(LC 12), 11=-840(LC 12) Max Grav 2=1450(LC 17), 11=1339(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2495/1658, 3-4=-1993/1418, 4-5=-2133/1660, 5-6=-2091/1586, 6-7=-2079/1578, 7-9=-1559/1136, 9-10=-962/702, 10-11=-1288/1014 BOT CHORD 2-20=-1828/2252, 18-20=-1828/2252, 15-16=-1668/2146, 6-15=-284/339, 12-13=-702/962 WEBS 3-20=0/275, 3-18=-613/540, 16-18=-1338/1721, 4-16=-630/876, 13-15=-1047/1429, 7-15=-650/767, 7-13=-845/772, 9-13=-721/957, 9-12=-1040/894, 10-12=-1084/1487 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 36-6-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=887, 11=840. October 26,2021 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 2965979-PSLP Truss B2 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25761570 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-fOq3Q0BXHSU66nTRu4k3W6ANbU9sH3pfTRmSWXyPryQ Scale = 1:69.3 1 2 3 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 10 21 22 23 24 25 26 5x8 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x6 2x4 2x4 5x12 3x6 3x4 2x4 3x4 5x8 3x4 3x4 3x8 6x8 2x4 2x4 3x6 5-8-15 5-8-15 11-0-0 5-3-1 16-8-3 5-8-3 22-4-6 5-8-3 29-4-7 7-0-1 36-10-0 7-5-9 -1-0-0 1-0-0 5-8-15 5-8-15 11-0-0 5-3-1 16-8-3 5-8-3 22-4-6 5-8-3 29-4-7 7-0-1 36-10-0 7-5-9 0-4-85-10-85-10-81-0-06.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [7:0-3-0,Edge], [14:0-3-8,0-1-8], [15:0-5-0,0-2-0], [17:0-1-8,0-2-0] 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 0.67 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.37 0.13 0.30 (loc) 15 14-15 10 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 225 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-16: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-9 oc bracing. WEBS 1 Row at midpt 8-15, 9-14 REACTIONS. (size)2=0-7-10, 10=0-7-10 Max Horz 2=393(LC 12) Max Uplift 2=-898(LC 12), 10=-832(LC 12) Max Grav 2=1430(LC 17), 10=1341(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2512/1683, 3-4=-2111/1514, 4-5=-2191/1658, 5-6=-2554/1863, 6-8=-2580/1881, 8-9=-1772/1243, 10-12=-1299/937, 9-12=-1268/955 BOT CHORD 2-20=-1799/2224, 19-20=-1799/2224, 17-19=-1426/1833, 6-15=-329/350, 14-15=-1243/1772 WEBS 3-19=-490/457, 4-19=-168/348, 4-17=-325/501, 5-17=-616/576, 15-17=-1577/2100, 5-15=-342/472, 8-15=-758/960, 8-14=-938/854, 9-14=-1443/2042 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 36-7-4 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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=898, 10=832. October 26,2021 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 2965979-PSLP Truss B3 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25761571 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-7bORdMC92lczkx2dSoFI2KjXOuSV0WEoi5V?2zyPryP Scale = 1:69.3 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 24 5x8 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x6 3x4 2x4 5x12 3x6 3x4 2x4 5x8 3x4 3x4 5x8 6x8 2x4 2x4 3x6 9-0-0 9-0-0 15-8-3 6-8-3 22-4-6 6-8-3 29-4-7 7-0-1 36-10-0 7-5-9 -1-0-0 1-0-0 4-8-15 4-8-15 9-0-0 4-3-1 15-8-3 6-8-3 22-4-6 6-8-3 29-4-7 7-0-1 36-10-0 7-5-9 0-4-84-10-84-10-81-0-06.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [7:0-3-0,Edge], [14:0-3-8,0-2-8], [15:0-4-8,0-2-0], [17:0-1-12,0-1-8] 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 0.78 0.84 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.52 0.15 0.43 (loc) 15 14-15 10 15 l/defl >999 >837 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 212 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-16: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-5 oc bracing. WEBS 1 Row at midpt 15-17, 8-15, 9-14 REACTIONS. (size)2=0-7-10, 10=0-7-10 Max Horz 2=330(LC 12) Max Uplift 2=-907(LC 12), 10=-823(LC 12) Max Grav 2=1415(LC 1), 10=1341(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2451/1751, 3-4=-2256/1602, 4-5=-2648/1965, 5-6=-3254/2314, 6-8=-3300/2345, 8-9=-2261/1556, 10-12=-1297/921, 9-12=-1266/939 BOT CHORD 2-19=-1766/2134, 17-19=-1501/1976, 6-15=-350/370, 14-15=-1556/2261 WEBS 3-19=-266/359, 4-19=-92/350, 4-17=-562/815, 5-17=-717/670, 15-17=-1844/2473, 5-15=-482/691, 8-15=-882/1162, 8-14=-934/835, 9-14=-1699/2451 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 36-7-4 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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=907, 10=823. October 26,2021 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 2965979-PSLP Truss B4 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T25761572 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-0MeyTkFg6_6PCYMOheKEDAtCiVp3yJSOdjTDBkyPryL Scale = 1:72.5 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 5x8 ST1.5x8 STP ST1.5x8 STP 5x6 5x12 3x6 5x6 2x4 2x4 7x10 3x8 2x4 3x4 3x4 6x8 2x4 3x4 3x8 3x8 5x8 4x6 2x4 3x8 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILEDSpecialNAILEDNAILEDNAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 12-2-5 5-2-5 17-2-15 5-0-9 26-11-4 9-8-5 31-7-14 4-8-10 31-10-13 0-2-15 34-4-6 2-5-9 36-2-12 1-10-6 36-10-0 0-7-4 -1-0-0 1-0-0 7-0-0 7-0-0 12-2-5 5-2-5 17-2-15 5-0-9 22-4-6 5-1-7 26-11-4 4-6-14 31-7-14 4-8-10 36-2-12 4-6-14 36-10-0 0-7-4 0-4-83-10-83-10-81-0-06.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [5:0-3-0,0-3-0], [8:0-3-0,Edge], [9:0-3-8,0-1-8], [10:0-6-0,0-2-12], [15:0-3-8,0-2-8], [16:0-3-8,0-1-8], [17:0-4-4,Edge], [19:0-1-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.86 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.75 -0.77 0.21 (loc) 17 16-17 11 l/defl >582 >568 n/a L/d 240 240 n/a PLATES MT20 Weight: 414 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-20,13-17: 2x4 SP No.1, 6-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 17-19: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-7-4 oc bracing. REACTIONS. (size)2=0-7-10, 11=0-7-10 Max Horz 2=267(LC 8) Max Uplift 2=-1956(LC 8), 11=-2062(LC 8) Max Grav 2=2955(LC 25), 11=2971(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5638/3617, 3-4=-7055/4681, 4-5=-7875/5221, 5-6=-10186/6853, 6-7=-10354/6957, 7-9=-8494/5742, 9-10=-5087/3481, 11-13=-2909/2053, 10-13=-2868/2052 BOT CHORD 2-22=-3285/4946, 21-22=-3288/4969, 19-21=-4681/7055, 18-19=-397/643, 6-17=-515/556, 16-17=-5742/8494, 15-16=-3481/5087 WEBS 3-22=-92/626, 3-21=-1691/2612, 4-21=-1233/1065, 4-19=-678/1030, 5-19=-1825/1503, 17-19=-4983/7452, 5-17=-1785/2539, 7-17=-1385/2120, 7-16=-1516/1174, 9-16=-2577/3884, 9-15=-2413/1812, 10-15=-3833/5602 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: 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) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 11 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=1956, 11=2062. 10) "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. October 26,2021 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 2965979-PSLP Truss B4 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T25761572 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:32 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-0MeyTkFg6_6PCYMOheKEDAtCiVp3yJSOdjTDBkyPryL NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 390 lb down and 439 lb up at 7-0-0 on top chord, and 348 lb down and 167 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, 3-10=-54, 2-18=-20, 14-17=-20, 11-12=-20 Concentrated Loads (lb) Vert: 3=-160(F) 22=-315(F) 19=-54(F) 7=-96(F) 16=-71(F) 8=-96(F) 23=-110(F) 24=-110(F) 25=-110(F) 26=-110(F) 27=-110(F) 29=-110(F) 30=-110(F) 31=-96(F) 32=-96(F) 33=-96(F) 34=-96(F) 35=-110(F) 36=-54(F) 37=-54(F) 38=-54(F) 39=-54(F) 40=-54(F) 41=-54(F) 42=-71(F) 43=-71(F) 44=-71(F) 45=-71(F) 46=-71(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 2965979-PSLP Truss C1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25761573 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:33 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-UYBKg4GItIEGqiwbELrTlNQNqvE0hvDXsNDmjAyPryK Scale = 1:55.0 1 2 3 4 9 8 7 6 5 11 12 13 14 15 10 6x8 ST1.5x8 STP3x6 3x6 3x4 2x4 3x8 4x4 4x4 2x4 7-0-0 7-0-0 13-11-9 6-11-9 21-2-10 7-3-1 7-0-0 7-0-0 13-11-9 6-11-9 20-8-0 6-8-7 21-2-10 0-6-10 5-7-89-1-89-10-80-9-08-10-39-1-86.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-4-0,0-1-15] 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 0.80 0.56 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.18 0.05 0.03 (loc) 5-6 5-6 10 6-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 2-4: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-1-12 oc bracing. WEBS 1 Row at midpt 2-8, 3-6, 4-6, 4-10 REACTIONS. (size)9=Mechanical, 10=0-3-8 Max Horz 9=211(LC 12) Max Uplift 9=-394(LC 12), 10=-537(LC 12) Max Grav 9=969(LC 17), 10=964(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-672/431, 2-3=-565/455, 3-4=-564/453, 1-9=-869/601, 5-10=-964/689, 4-5=-816/717 BOT CHORD 8-9=-315/129, 6-8=-519/583 WEBS 3-6=-454/552, 4-6=-716/875, 1-8=-268/617 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 7-0-0, Exterior(2R) 7-0-0 to 15-5-13, Interior(1) 15-5-13 to 21-0-14 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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=394, 10=537. October 26,2021 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 2965979-PSLP Truss C2 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25761574 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-ylljuPHwebN7SsVno2MiIbzYgJXQQMih41yKGdyPryJ Scale = 1:49.6 1 2 3 4 9 8 7 6 5 11 12 13 14 10 4x6 5x8 3x6 3x6 3x6 3x8 3x4 3x6 3x4 5-0-0 5-0-0 13-1-5 8-1-5 21-2-10 8-1-5 5-0-0 5-0-0 13-1-5 8-1-5 21-2-10 8-1-5 5-7-88-1-88-10-80-9-08-1-86.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.74 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.24 0.05 0.04 (loc) 5-6 5-6 10 6-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. WEBS 1 Row at midpt 4-10, 3-8, 4-6 REACTIONS. (size)9=Mechanical, 10=0-3-8 Max Horz 9=154(LC 12) Max Uplift 9=-417(LC 12), 10=-514(LC 12) Max Grav 9=943(LC 17), 10=954(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-594/410, 2-3=-517/467, 3-4=-670/506, 5-10=-954/639, 4-5=-792/670, 1-9=-883/618 BOT CHORD 6-8=-517/675 WEBS 2-8=-128/296, 3-8=-300/146, 3-6=-349/581, 4-6=-698/910, 1-8=-373/670 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 5-0-0, Exterior(2R) 5-0-0 to 13-5-13, Interior(1) 13-5-13 to 21-0-14 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, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=417, 10=514. October 26,2021 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 2965979-PSLP Truss C3 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25761575 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-QxJ55lIZOvVz304zMmtxqoVkMjp_9qTqJhito3yPryI Scale = 1:50.7 1 2 3 4 5 6 11 10 9 8 7 14 15 16 17 18 1312 4x4 ST1.5x8 STP3x6 2x4 2x4 3x6 3x8 3x4 3x4 3x4 3x8 3x4 3x4 3-0-0 3-0-0 12-1-5 9-1-5 21-2-10 9-1-5 3-0-0 3-0-0 8-6-0 5-6-0 15-8-10 7-2-10 21-2-10 5-6-0 6-4-85-7-87-1-80-9-07-10-80-9-07-1-86.00 12 Plate Offsets (X,Y)-- [7:0-4-8,0-1-8], [12:0-1-0,0-1-4] 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 0.74 0.98 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.39 0.06 0.03 (loc) 7-8 7-8 13 8-10 l/defl >999 >646 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-13, 3-10, 5-7 REACTIONS. (size)12=Mechanical, 13=0-3-8 Max Horz 12=91(LC 12) Max Uplift 12=-435(LC 12), 13=-496(LC 12) Max Grav 12=932(LC 17), 13=920(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-463/326, 2-3=-408/351, 3-5=-737/465, 7-13=-920/592, 11-12=-932/612, 1-11=-952/626 BOT CHORD 8-10=-579/703, 7-8=-405/547 WEBS 3-10=-514/369, 5-8=-128/407, 5-7=-852/657, 1-10=-441/768 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-0-0, Exterior(2R) 3-0-0 to 11-5-13, Interior(1) 11-5-13 to 21-0-14 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, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=435, 13=496. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). October 26,2021 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 2965979-PSLP Truss C4 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25761576 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-u7tTI5IB9Ddqh9fAwTOAN02tU6FluAD_YLRRKVyPryH Scale = 1:45.3 1 2 3 4 5 10 9 8 7 6 13 14 15 16 17 18 1211 2x4 ST1.5x8 STP5x6 5x6 2x4 3x8 3x6 3x6 3x4 3x4 3x4 3x4 7-7-2 7-7-2 14-4-0 6-8-14 21-2-10 6-10-10 7-7-2 7-7-2 14-4-0 6-8-14 21-2-10 6-10-10 6-4-85-7-86-1-80-9-06-10-80-9-06-1-86.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [4:0-3-0,0-3-0], [10:0-4-8,0-1-8], [11:0-1-0,0-1-4] 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 0.56 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.20 0.07 0.04 (loc) 9-10 9-10 12 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 144 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. WEBS 1 Row at midpt 4-6, 3-7 REACTIONS. (size)11=Mechanical, 12=0-3-8 Max Horz 11=28(LC 12) Max Uplift 11=-457(LC 12), 12=-474(LC 12) Max Grav 11=917(LC 17), 12=888(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-810/560, 3-4=-762/473, 6-12=-888/543, 10-11=-917/621 BOT CHORD 7-9=-560/810, 6-7=-473/754 WEBS 2-10=-788/755, 4-6=-979/619, 2-9=-547/895, 4-7=-1/358, 3-9=-353/437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 1-0-0, Exterior(2R) 1-0-0 to 9-5-13, Interior(1) 9-5-13 to 21-0-14 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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=457, 12=474. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). October 26,2021 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 2965979-PSLP Truss C5 Truss Type Flat Qty 1 Ply 1 Job Reference (optional) T25761577 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:37 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-MKRrWRJpwWlhJJEMTBvPwDa3rWXddky7n?B_sxyPryG Scale = 1:40.4 1 2 3 4 7 6 5 8 9 10 11 12 13 14 15 6x8 ST1.5x8 STP 3x4 5x8 3x4 6x8 6x8 5x6 9-5-9 9-5-9 18-11-2 9-5-9 6-4-14 6-4-14 12-6-4 6-1-6 18-11-2 6-4-14 5-10-8Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [6:0-4-0,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 0.80 0.77 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.35 -0.02 0.04 (loc) 6-7 6-7 5 6 l/defl >999 >640 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 114 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-9 oc bracing. WEBS 1 Row at midpt 2-7, 3-5 REACTIONS. (size)7=Mechanical, 5=0-3-8 Max Uplift 7=-415(LC 12), 5=-415(LC 12) Max Grav 7=789(LC 17), 5=789(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-147/376, 2-3=-729/831, 4-5=-147/376 BOT CHORD 6-7=-863/607, 5-6=-863/607 WEBS 2-7=-780/1126, 2-6=0/297, 3-6=0/297, 3-5=-780/1126 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-8-15, Exterior(2) 3-8-15 to 15-2-3, Corner(3) 15-2-3 to 18-9-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=415, 5=415. October 26,2021 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 2965979-PSLP Truss C6 Truss Type Flat Qty 1 Ply 1 Job Reference (optional) T25761578 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:37 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-MKRrWRJpwWlhJJEMTBvPwDa3VWWydbx7n?B_sxyPryG Scale = 1:38.0 1 2 3 4 5 8 7 6 9 10 11 12 6x8 ST1.5x8 STP 3x4 4x6 3x4 6x8 5x8 6x8 6x8 9-5-9 9-5-9 18-11-2 9-5-9 6-4-14 6-4-14 12-6-4 6-1-6 18-11-2 6-4-14 4-10-8Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:Edge,0-1-8], [7:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.88 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.33 -0.03 0.05 (loc) 6-7 6-7 6 7 l/defl >999 >679 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 107 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. REACTIONS. (size)8=Mechanical, 6=0-3-8 Max Uplift 8=-415(LC 12), 6=-415(LC 12) Max Grav 8=690(LC 1), 6=690(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-149/379, 2-4=-727/1011, 5-6=-149/379 BOT CHORD 7-8=-1050/656, 6-7=-1050/656 WEBS 2-8=-781/1265, 2-7=0/261, 4-7=0/261, 4-6=-781/1265 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-8-15, Exterior(2) 3-8-15 to 15-2-3, Corner(3) 15-2-3 to 18-9-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s) except (jt=lb) 8=415, 6=415. October 26,2021 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 2965979-PSLP Truss C7 Truss Type Flat Girder Qty 1 Ply 1 Job Reference (optional) T25761579 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-qW?DjnKRhqtYwTpY1uQeSR7B_wrXM3DH?fwXPOyPryF Scale = 1:32.6 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 4x6 ST1.5x8 STP 3x8 4x6 6x8 4x6 5x6 5x8 3x6 5x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6-4-5 6-4-5 12-6-13 6-2-9 18-11-2 6-4-5 6-4-5 6-4-5 12-6-13 6-2-9 18-11-2 6-4-5 3-10-8Plate Offsets (X,Y)-- [3:0-3-0,Edge], [6:Edge,0-3-8], [7:0-3-0,0-3-4] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.92 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.19 0.02 0.14 (loc) 8-9 8-9 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 106 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-5 oc bracing. WEBS 1 Row at midpt 1-8, 5-7 REACTIONS. (size)9=Mechanical, 6=0-3-8 Max Uplift 9=-1018(LC 8), 6=-1116(LC 5) Max Grav 9=1597(LC 25), 6=1635(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-1447/1070, 1-2=-1971/1261, 2-4=-1971/1261, 4-5=-1959/1253, 5-6=-1523/1156 BOT CHORD 7-8=-1253/1959 WEBS 1-8=-1411/2203, 2-8=-788/854, 4-7=-780/843, 5-7=-1404/2194 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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) 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 100 lb uplift at joint(s) except (jt=lb) 9=1018, 6=1116. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (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, 6-9=-20 Concentrated Loads (lb) Vert: 5=-139(F) 7=-54(F) 4=-110(F) 10=-116(F) 11=-110(F) 12=-110(F) 13=-110(F) 14=-110(F) 15=-110(F) 16=-110(F) 17=-110(F) 19=-57(F) 20=-54(F) 21=-54(F) 22=-54(F) 23=-54(F) 24=-54(F) 25=-54(F) 26=-54(F) October 26,2021 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 2965979-PSLP Truss CJ1 Truss Type Corner Jack Qty 22 Ply 1 Job Reference (optional) T25761580 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-IiZcx7L3S8?PYdOlbcyt?egZYKP25igQEJg5xqyPryE Scale = 1:7.2 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 0-4-80-10-80-5-130-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-15,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 0.15 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=0-3-8, 4=Mechanical Max Horz 2=77(LC 12) Max Uplift 3=-8(LC 9), 2=-159(LC 12) Max Grav 3=22(LC 12), 2=127(LC 17), 4=19(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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=159. October 26,2021 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 2965979-PSLP Truss CJ3 Truss Type Corner Jack Qty 13 Ply 1 Job Reference (optional) T25761581 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-nu6_8TLhDR7GAnzx9JT6XsCj?kkDq9wZTzPeTGyPryD Scale = 1:12.2 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 0-4-81-10-81-5-131-10-86.00 12 Plate Offsets (X,Y)-- [2:0-4-7,0-0-7] 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 0.23 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=138(LC 12) Max Uplift 3=-67(LC 12), 2=-178(LC 12) Max Grav 3=75(LC 17), 2=194(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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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=178. October 26,2021 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 2965979-PSLP Truss CJ5 Truss Type Corner Jack Qty 6 Ply 1 Job Reference (optional) T25761582 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-jHEkZ8Nyl3N_P47JGkVadHIwPXMnI3QswHulY9yPryB Scale = 1:19.3 1 2 3 4 4x4 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-82-10-80-4-112-5-132-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-11,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 0.81 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=201(LC 12) Max Uplift 3=-151(LC 12), 2=-193(LC 12) Max Grav 3=154(LC 17), 2=266(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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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=151, 2=193. October 26,2021 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 2965979-PSLP Truss CJ6 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T25761583 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-jHEkZ8Nyl3N_P47JGkVadHI15XPQI3QswHulY9yPryB Scale = 1:12.2 1 2 32x4 3-0-0 3-0-0 3-0-0 3-0-0 0-4-81-10-81-5-131-10-86.00 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 0.32 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 1-3 1-3 2 1 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 10 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)1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=97(LC 12) Max Uplift 1=-38(LC 12), 2=-104(LC 12) Max Grav 1=113(LC 17), 2=102(LC 17), 3=58(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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) 1 except (jt=lb) 2=104. October 26,2021 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 2965979-PSLP Truss CJ12 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T25761584 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-nu6_8TLhDR7GAnzx9JT6XsCm7klHq9wZTzPeTGyPryD Scale = 1:7.2 1 2 3 2x4 ST1.5x8 STP 1-0-0 1-0-0 1-0-0 1-0-0 0-4-80-10-80-5-130-10-86.00 12 Plate Offsets (X,Y)-- [1:0-0-15,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 0.03 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 1 1 2 1 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 3 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)1=0-7-10, 2=Mechanical, 3=Mechanical Max Horz 1=35(LC 12) Max Uplift 1=-10(LC 12), 2=-36(LC 12) Max Grav 1=36(LC 17), 2=34(LC 17), 3=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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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) 1, 2. October 26,2021 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 2965979-PSLP Truss CJ31 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T25761585 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-F5gMMpMJ_lF7nxY7i1_L43lt274SZcAjhd9C?jyPryC Scale = 1:12.2 1 2 3 2x4 ST1.5x8 STP 3-0-0 3-0-0 3-0-0 3-0-0 0-4-81-10-81-5-131-10-86.00 12 Plate Offsets (X,Y)-- [1:0-0-15,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 0.28 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 1-3 1-3 2 1 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 10 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)1=0-7-10, 2=Mechanical, 3=Mechanical Max Horz 1=97(LC 12) Max Uplift 1=-30(LC 12), 2=-100(LC 12) Max Grav 1=102(LC 17), 2=94(LC 17), 3=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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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) 1, 2. October 26,2021 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 2965979-PSLP Truss D1 Truss Type HALF HIP GIRDER Qty 1 Ply 3 Job Reference (optional) T25761586 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:44 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-fgMV_qPCHgdifOGiO9X2iiNL9L?XmlR9ObNsc2yPry9 Scale = 1:57.4 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 31 32 33 20 5x8 ST1.5x8 STP ST1.5x8 STP3x6 5x8 5x8 6x8 2x4 7x10 5x8 2x4 5x8 6x8 10x12 3x4 3x8 6x8 3x8 3x6 3x4 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 Special 4-2-4 4-2-4 8-0-0 3-9-12 11-7-8 3-7-8 13-9-8 2-2-0 16-1-8 2-4-0 20-4-5 4-2-13 24-8-15 4-4-9 29-7-0 4-10-1 -1-0-0 1-0-0 4-2-4 4-2-4 8-0-0 3-9-12 11-7-8 3-7-8 13-9-8 2-2-0 20-4-5 6-6-13 24-8-15 4-4-9 29-7-0 4-10-1 0-4-86-2-45-5-40-9-06.00 12 Plate Offsets (X,Y)-- [2:0-3-15,0-2-6], [5:0-6-0,0-2-8], [9:0-3-8,0-1-8], [10:0-4-0,0-1-12], [12:0-3-8,0-5-12], [13:0-3-8,0-4-8], [14:0-2-8,0-5-4], [15:0-3-8,0-2-10], [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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.50 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.31 0.09 0.26 (loc) 13-14 13-14 20 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 770 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E *Except* 6-15: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 10-20: 2x8 SP 2400F 2.0E, 5-16,10-12,7-14,9-13: 2x4 SP No.2 14-16: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 20=0-7-4 Max Horz 2=418(LC 21) Max Uplift 2=-3620(LC 8), 20=-6498(LC 8) Max Grav 2=5908(LC 25), 20=12465(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11768/7049, 3-4=-11663/7044, 4-5=-11685/7177, 5-6=-11714/6730, 6-7=-11832/6795, 7-9=-11669/6536, 9-10=-8540/4668, 11-20=-12465/6498, 10-11=-9251/5125 BOT CHORD 2-19=-6547/10509, 18-19=-6547/10509, 16-18=-5615/9430, 15-16=-1721/2906, 14-15=-468/975, 6-14=-228/285, 13-14=-6536/11669, 12-13=-4668/8540, 11-12=-131/251 WEBS 4-18=-278/282, 5-16=-450/793, 10-12=-6743/12319, 7-14=-387/364, 9-12=-3709/2354, 7-13=-517/531, 9-13=-2831/4741, 3-18=-378/216, 5-18=-1596/2191, 14-16=-3967/6652, 5-14=-1739/3477 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, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 20 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=3620, 20=6498. Continued on page 2 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). October 26,2021 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 2965979-PSLP Truss D1 Truss Type HALF HIP GIRDER Qty 1 Ply 3 Job Reference (optional) T25761586 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:44 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-fgMV_qPCHgdifOGiO9X2iiNL9L?XmlR9ObNsc2yPry9 NOTES- 10) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 7-0-12 from the left end to connect truss(es) to front face of bottom chord. 11) 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 front face of bottom chord. 12) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 19-0-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 13) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-1 oc max. starting at 21-0-12 from the left end to 25-1-12 to connect truss(es) to front face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1805 lb down and 751 lb up at 27-1-12, and 2082 lb down and 915 lb up at 29-3-6 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: 1-5=-54, 5-10=-54, 2-15=-20, 11-14=-20 Concentrated Loads (lb) Vert: 11=-2007 22=-1465(F) 23=-670(F) 24=-670(F) 25=-754(F) 26=-754(F) 27=-754(F) 28=-754(F) 29=-1143(F) 30=-1143(F) 31=-2003(F) 32=-1699(F) 33=-1699(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 2965979-PSLP Truss D2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25761587 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-7swtBAPq2_lZGYruxs2HEvwSzlHnVGtIcF7P8UyPry8 Scale = 1:57.2 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 17 18 19 16 4x6 ST1.5x8 STP ST1.5x8 STP4x12 2x4 4x4 3x6 2x4 2x4 5x12 3x8 3x4 2x4 5x8 2x4 3x8 7-6-3 7-6-3 14-6-8 7-0-5 17-4-14 2-10-6 23-3-3 5-10-5 29-7-0 6-3-13 -1-0-0 1-0-0 6-3-15 6-3-15 12-2-0 5-10-1 14-6-8 2-4-8 17-4-14 2-10-6 23-3-3 5-10-5 29-7-0 6-3-13 0-4-85-3-46-5-85-3-44-6-40-9-06.00 12 Plate Offsets (X,Y)-- [11:0-6-0,0-2-0] 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 0.73 0.76 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.30 0.09 0.18 (loc) 13-15 13-15 16 11 l/defl >999 >999 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 *Except* 6-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 8-16: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-4 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (size)2=0-7-10, 16=0-5-8 Max Horz 2=355(LC 12) Max Uplift 2=-738(LC 12), 16=-670(LC 12) Max Grav 2=1408(LC 17), 16=1225(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2317/1383, 3-4=-2232/1458, 4-5=-2138/1430, 5-6=-2119/1398, 6-7=-2141/1414, 9-16=-1225/773 BOT CHORD 2-15=-1520/2114, 13-15=-1043/1501, 6-11=-255/273, 10-11=-944/1478, 9-10=-944/1478 WEBS 3-15=-360/495, 4-15=-494/801, 4-13=-611/1164, 5-13=-1329/938, 11-13=-1157/1884, 5-11=-310/452, 7-11=-575/812, 7-10=0/274, 7-9=-1760/1126 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 12-2-0, Exterior(2E) 12-2-0 to 14-6-8, Interior(1) 14-6-8 to 29-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 16 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=738, 16=670. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). October 26,2021 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 2965979-PSLP Truss D3 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25761588 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:46 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-b2UFPWQSpHtQuiQ5VaaWn7SdK8fxEhDSrvsyhwyPry7 Scale = 1:54.7 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 18 19 20 21 17 5x6 ST1.5x8 STP 7x10 5x6 2x4 4x4 3x6 2x4 7x10 3x6 5x8 2x4 5x8 2x4 3x4 5-5-11 5-5-11 6-11-12 1-6-2 10-5-8 3-5-12 13-10-8 3-5-0 17-4-14 3-6-6 23-4-3 5-11-5 29-7-0 6-2-13 -1-0-0 1-0-0 5-5-11 5-5-11 10-5-8 4-11-13 13-10-8 3-5-0 16-6-8 2-8-0 17-4-14 0-10-6 23-4-3 5-11-5 29-7-0 6-2-13 0-4-84-3-45-7-44-3-43-6-40-9-05-7-46.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [5:0-7-0,0-2-0], [11:0-2-12,0-3-4] 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 0.69 0.63 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.32 0.11 0.27 (loc) 12 10-11 17 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 175 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 8-17: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-7 oc bracing. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 7-9 REACTIONS. (size)2=0-7-10, 17=0-5-8 Max Horz 2=292(LC 12) Max Uplift 2=-745(LC 12), 17=-656(LC 12) Max Grav 2=1157(LC 17), 17=1081(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1954/1546, 3-4=-1814/1548, 4-5=-1502/1313, 5-6=-2784/2233, 6-7=-2464/1939, 9-17=-1081/784 BOT CHORD 2-16=-1607/1736, 14-16=-1194/1344, 6-11=-1476/1255, 10-11=-1255/1691, 9-10=-1255/1691 WEBS 4-14=-143/390, 5-14=-521/412, 7-11=-761/858, 7-10=0/287, 7-9=-1879/1400, 11-14=-1064/1380, 5-11=-1357/1809, 3-16=-298/429, 4-16=-364/490 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 10-5-8, Exterior(2E) 10-5-8 to 16-6-8, Interior(1) 16-6-8 to 29-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 17 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=745, 17=656. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). October 26,2021 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 2965979-PSLP Truss D4 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25761589 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-3F2dcsR4ab?GWs?H3H5lKK?kLYxDz7hb4ZcWDMyPry6 Scale = 1:54.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 18 19 20 21 22 17 4x6 ST1.5x8 STP 6x8 4x6 4x4 3x6 2x4 2x4 8x10 3x6 3x8 2x4 3x8 2x4 5x12 5x8 8-5-8 8-5-8 15-10-8 7-5-0 17-4-14 1-6-6 18-6-8 1-1-10 23-10-0 5-3-8 29-7-0 5-9-0 -1-0-0 1-0-0 4-5-11 4-5-11 8-5-8 3-11-13 15-10-8 7-5-0 17-4-14 1-6-6 18-6-8 1-1-10 23-10-0 5-3-8 29-7-0 5-9-0 0-4-83-3-44-7-43-3-42-6-40-9-04-7-46.00 12 Plate Offsets (X,Y)-- [4:0-3-8,0-2-0], [5:0-5-4,0-2-0], [12:0-3-8,Edge], [14:0-3-8,0-1-8] 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 0.89 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.43 0.13 0.35 (loc) 11-12 11-12 17 11-12 l/defl >999 >819 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 164 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 9-17: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-6-13 oc bracing. WEBS 1 Row at midpt 5-16, 9-11 REACTIONS. (size)2=0-7-10, 17=0-5-8 Max Horz 2=229(LC 12) Max Uplift 2=-755(LC 12), 17=-653(LC 12) Max Grav 2=1147(LC 1), 17=1073(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1903/1662, 3-4=-1725/1476, 4-5=-1517/1423, 5-6=-2811/2299, 6-7=-2979/2433, 7-8=-2236/1699, 8-9=-2236/1699, 10-17=-1073/799, 9-10=-1018/814 BOT CHORD 2-16=-1642/1664, 14-16=-1535/1851, 11-12=-2651/3262 WEBS 3-16=-245/352, 4-16=-199/485, 5-16=-478/285, 5-14=-724/734, 12-14=-1492/1885, 5-12=-1441/1917, 7-12=-1262/1043, 7-11=-1112/1032, 8-11=-320/345, 9-11=-1788/2348 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 8-5-8, Exterior(2R) 8-5-8 to 14-5-8, Interior(1) 14-5-8 to 15-10-8, Exterior(2E) 15-10-8 to 18-6-8, Interior(1) 18-6-8 to 29-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 17 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=755, 17=653. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). October 26,2021 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 2965979-PSLP Truss D5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25761590 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:48 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-YRb?qCSiLv777?aTd?c_sYYxByNJifNlIDL3lpyPry5 Scale = 1:44.6 1 2 3 4 5 6 7 12 11 10 9 8 13 14 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 4x4 2x4 6x8 4x4 3x6 2x4 3x8 2x4 3x4 6-5-8 6-5-8 12-2-0 5-8-8 17-10-8 5-8-8 20-6-8 2-8-0 24-4-0 3-9-8 -1-0-0 1-0-0 6-5-8 6-5-8 12-2-0 5-8-8 17-10-8 5-8-8 20-6-8 2-8-0 24-4-0 3-9-8 0-4-82-3-43-7-42-3-43-7-46.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [5:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.51 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.15 0.05 0.13 (loc) 9-11 9-11 8 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 121 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 3-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-3 oc bracing. REACTIONS. (size)8=0-7-10, 2=0-7-10 Max Horz 2=166(LC 12) Max Uplift 8=-533(LC 12), 2=-645(LC 12) Max Grav 8=881(LC 1), 2=956(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1509/1243, 3-4=-1642/1537, 4-5=-1642/1537, 5-6=-1442/1259 BOT CHORD 2-12=-1131/1259, 11-12=-1130/1266, 9-11=-1087/1277, 8-9=-1221/1359 WEBS 3-12=0/264, 3-11=-359/523, 4-11=-348/461, 5-11=-439/490, 5-9=-38/271, 6-8=-1501/1368 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 6-5-8, Exterior(2R) 6-5-8 to 12-2-0, Interior(1) 12-2-0 to 17-10-8, Exterior(2E) 17-10-8 to 20-6-8, Interior(1) 20-6-8 to 24-2-4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=533, 2=645. October 26,2021 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 2965979-PSLP Truss D6 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T25761591 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:49 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-0d9N1YSL5CF_l99gAi7DPl44gMc8R5QuXs5dHFyPry4 Scale = 1:45.5 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 4x4 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 4x4 2x4 6x8 3x8 6x8 4x6 3x4 3x4 5x8 NAILED NAILED NAILED NAILED NAILED HTU26 Special NAILED NAILED NAILED NAILED 6-5-6 6-5-6 14-0-2 7-6-12 19-10-8 5-10-6 24-4-0 4-5-8 -1-0-0 1-0-0 6-5-6 6-5-6 8-5-4 1-11-14 14-0-2 5-6-14 19-10-8 5-10-6 22-6-8 2-8-0 24-4-0 1-9-8 0-4-82-7-41-3-43-7-31-3-42-7-46.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [9:0-4-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.86 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.39 0.07 0.36 (loc) 11-13 11-13 9 11-13 l/defl >999 >740 n/a >803 L/d 360 240 n/a 240 PLATES MT20 Weight: 135 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 8-9: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-6-2 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS. (size)9=0-7-10, 2=0-7-10 Max Horz 2=153(LC 24) Max Uplift 9=-902(LC 8), 2=-878(LC 8) Max Grav 9=1333(LC 30), 2=1227(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2145/1379, 3-4=-2052/1408, 4-5=-3905/2783, 5-6=-2347/1636, 6-7=-2555/1740 BOT CHORD 2-13=-1156/1840, 11-13=-2076/3078, 10-11=-2699/3905, 9-10=-1489/2166 WEBS 3-13=-1034/1638, 4-13=-1878/1379, 4-11=-803/997, 5-11=0/331, 5-10=-1728/1232, 6-10=-324/728, 7-10=-219/277, 7-9=-2404/1662 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=902, 2=878. 8) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 12-11-8 from the left end to connect truss(es) to back face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in contact with lumber. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down at 13-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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 Continued on page 2 October 26,2021 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 2965979-PSLP Truss D6 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T25761591 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:49 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-0d9N1YSL5CF_l99gAi7DPl44gMc8R5QuXs5dHFyPry4 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 6-7=-54, 7-8=-54, 2-9=-20 Concentrated Loads (lb) Vert: 6=-60(B) 10=-30(B) 14=-44(B) 15=-44(B) 16=-44(B) 17=-44(B) 18=-384(B) 19=-21(B) 20=-21(B) 21=-21(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 2965979-PSLP Truss D7 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T25761592 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-UqjmEuTzsWOrNJkskQeSxzdGWm01Agh2mWqAqhyPry3 Scale = 1:26.0 1 2 3 4 5 6 5x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 2x4 6-5-6 6-5-6 12-10-12 6-5-6 -1-0-0 1-0-0 6-5-6 6-5-6 12-10-12 6-5-6 0-4-83-7-30-4-86.00 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 0.87 0.62 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 0.01 0.08 (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: 47 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 6-8-0 oc bracing. REACTIONS. (size)4=0-7-10, 2=0-7-10 Max Horz 2=179(LC 11) Max Uplift 4=-266(LC 12), 2=-395(LC 12) Max Grav 4=450(LC 1), 2=529(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-631/748, 3-4=-630/773 BOT CHORD 2-5=-493/494, 4-5=-493/494 WEBS 3-5=-67/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 6-5-6, Exterior(2E) 6-5-6 to 12-6-15 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=266, 2=395. October 26,2021 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 2965979-PSLP Truss D8 Truss Type Common Qty 3 Ply 1 Job Reference (optional) T25761593 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:51 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-y0H8SDUbdqWi_TJ2I79hUAARC9MJv7xB?AajM8yPry2 Scale = 1:26.8 1 2 3 4 5 6 7 8 5x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 2x4 6-5-6 6-5-6 12-10-12 6-5-6 -1-0-0 1-0-0 6-5-6 6-5-6 12-10-12 6-5-6 13-10-12 1-0-0 0-4-83-7-30-4-86.00 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 0.87 0.62 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.01 0.09 (loc) 2-6 2-6 4 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 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 7-5-6 oc bracing. REACTIONS. (size)2=0-7-10, 4=0-7-10 Max Horz 2=-185(LC 10) Max Uplift 2=-389(LC 12), 4=-389(LC 12) Max Grav 2=525(LC 1), 4=525(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-620/732, 3-4=-620/732 BOT CHORD 2-6=-390/502, 4-6=-390/502 WEBS 3-6=-49/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 6-5-6, Exterior(2R) 6-5-6 to 12-6-15, Interior(1) 12-6-15 to 13-10-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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=389, 4=389. October 26,2021 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 2965979-PSLP Truss D9 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25761594 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-QCrWfZVDO7eZcdtEsqgw0OiklZlCea8KDqJHuayPry1 Scale = 1:24.8 1 2 3 4 5 6 8 7 9 10 4x4 ST1.5x8 STP ST1.5x8 STP 4x4 3x4 3x4 2x4 2x4 Special NAILED Special Special NAILED Special 5-0-0 5-0-0 7-10-12 2-10-12 12-10-12 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 7-10-12 2-10-12 12-10-12 5-0-0 13-10-12 1-0-0 0-4-82-10-80-4-82-10-86.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [5:0-2-0,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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.39 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.08 0.02 (loc) 5-7 5-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 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 4-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-5-7 oc bracing. REACTIONS. (size)2=0-7-10, 5=0-7-10 Max Horz 2=150(LC 7) Max Uplift 2=-581(LC 8), 5=-581(LC 8) Max Grav 2=857(LC 29), 5=858(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1306/751, 3-4=-1095/720, 4-5=-1306/751 BOT CHORD 2-8=-588/1139, 7-8=-581/1148, 5-7=-584/1136 WEBS 3-8=0/295, 4-7=0/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=581, 5=581. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 368 lb down and 380 lb up at 5-0-0, and 368 lb down and 380 lb up at 7-10-12 on top chord, and 114 lb down at 5-0-0, and 114 lb down at 7-9-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-138(B) 4=-138(B) 8=-70(B) 7=-70(B) 9=-61(B) 10=-26(B) October 26,2021 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 2965979-PSLP Truss EJ1 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) T25761595 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-QCrWfZVDO7eZcdtEsqgw0OinGZrbebuKDqJHuayPry1 Scale = 1:9.7 1 2 3 4 2x4 ST1.5x8 STP 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-4-81-4-80-11-131-4-86.00 12 Plate Offsets (X,Y)-- [2:0-0-15,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 0.15 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=108(LC 12) Max Uplift 3=-43(LC 12), 2=-144(LC 12) Max Grav 3=54(LC 17), 2=150(LC 17), 4=39(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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=144. October 26,2021 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 2965979-PSLP Truss EJ4 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T25761596 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:53 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-uPPutvWr9RmQEnSRPYC9ZbFuQz92N28USU3qQ0yPry0 Scale = 1:14.7 1 2 3 4 4x4 ST1.5x8 STP 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-4-82-4-81-11-132-4-86.00 12 Plate Offsets (X,Y)-- [2:0-0-15,0-0-9] 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 0.44 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -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: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 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=-111(LC 12), 2=-184(LC 12) Max Grav 3=116(LC 17), 2=229(LC 17), 4=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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=111, 2=184. October 26,2021 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 2965979-PSLP Truss EJ5 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T25761597 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-qnWfIbX5h208T4cpXzEde0K87noqryenvoYxVvyPry_ Scale = 1:19.3 1 2 3 4 4x4 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-82-10-82-5-132-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-11,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 0.81 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=201(LC 12) Max Uplift 3=-151(LC 12), 2=-193(LC 12) Max Grav 3=154(LC 17), 2=266(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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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=151, 2=193. October 26,2021 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 2965979-PSLP Truss EJ6 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) T25761598 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:56 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-Jz41VxYkSM8?5EB05glsBEtRnA4PaM2w8SHU0LyPrxz Scale = 1:24.4 1 2 3 5 6 4 4x4 ST1.5x8 STP 3x4 2x4 6-10-0 6-10-0 -1-0-0 1-0-0 4-0-9 4-0-9 6-10-0 2-9-7 0-4-83-9-83-4-133-9-86.00 12 Plate Offsets (X,Y)-- [2:0-0-15,0-0-9], [5:Edge,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-P 0.31 0.56 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 -0.00 0.00 (loc) 2-5 2-5 5 2 l/defl >723 >362 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 28 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 8-0-13 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=259(LC 12) Max Uplift 4=-76(LC 12), 2=-216(LC 12), 5=-111(LC 12) Max Grav 4=73(LC 17), 2=338(LC 17), 5=211(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-5=-504/281 WEBS 3-5=-341/613 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 6-9-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=216, 5=111. October 26,2021 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 2965979-PSLP Truss EJ7 Truss Type Jack-Open Qty 20 Ply 1 Job Reference (optional) T25761599 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-nAePjHZMDgGsiOmCeOG5jRPY6aM0Jr74N612ZnyPrxy Scale = 1:24.9 1 2 5 3 44x6 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-4-83-10-83-5-133-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-9] 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 0.53 0.79 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 -0.00 0.17 (loc) 2-4 2-4 3 2-4 l/defl >999 >457 n/a >465 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=264(LC 12) Max Uplift 3=-201(LC 12), 2=-216(LC 12) Max Grav 3=213(LC 17), 2=342(LC 17), 4=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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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=201, 2=216. October 26,2021 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 2965979-PSLP Truss EJ41 Truss Type Monopitch Girder Qty 1 Ply 1 Job Reference (optional) T25761600 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:53 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-uPPutvWr9RmQEnSRPYC9ZbFxdz7kN28USU3qQ0yPry0 Scale = 1:14.7 1 2 34 3x4 ST1.5x8 STP 2x4 2x4 HTU26 4-0-0 4-0-0 4-0-0 4-0-0 0-4-82-4-86.00 12 Plate Offsets (X,Y)-- [1:0-2-15,0-0-15] 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-P 0.24 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.02 0.00 (loc) 1-3 1-3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-7-10, 3=Mechanical Max Horz 1=120(LC 8) Max Uplift 1=-141(LC 8), 3=-203(LC 8) Max Grav 1=275(LC 1), 3=287(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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) 1=141, 3=203. 7) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 2-0-12 from the left end to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 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: 1-2=-54, 1-3=-20 Concentrated Loads (lb) Vert: 4=-285(F) October 26,2021 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 2965979-PSLP Truss EJ43 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) T25761601 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:54 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-MbzG4FWTwluHrw1dzFjO6po0rNUb6VOdh8oOzSyPry? Scale: 3/4"=1' 1 2 3 4 3x6 ST1.5x8 STP 4-5-8 4-5-8 -1-0-0 1-0-0 4-5-8 4-5-8 0-4-82-7-42-2-92-7-46.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-7] 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 0.59 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -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: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=184(LC 12) Max Uplift 3=-129(LC 12), 2=-189(LC 12) Max Grav 3=132(LC 17), 2=246(LC 17), 4=81(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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=129, 2=189. October 26,2021 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 2965979-PSLP Truss EJ44 Truss Type Monopitch Girder Qty 1 Ply 1 Job Reference (optional) T25761602 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-qnWfIbX5h208T4cpXzEde0KG3nl2ryenvoYxVvyPry_ Scale: 3/4"=1' 1 2 34 3x4 ST1.5x8 STP 2x4 2x4 HTU26 4-5-8 4-5-8 4-5-8 4-5-8 0-4-82-7-46.00 12 Plate Offsets (X,Y)-- [1:0-2-15,0-0-15] 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-P 0.30 0.50 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.04 0.00 (loc) 1-3 1-3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 3=Mechanical Max Horz 1=135(LC 8) Max Uplift 1=-177(LC 8), 3=-276(LC 8) Max Grav 1=341(LC 1), 3=390(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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) 1=177, 3=276. 7) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 2-6-4 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 8) Fill all nail holes where hanger is in contact with lumber. 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: 1-2=-54, 1-3=-20 Concentrated Loads (lb) Vert: 4=-430(F) October 26,2021 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 2965979-PSLP Truss EJ71 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) T25761603 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-nAePjHZMDgGsiOmCeOG5jRPU3aLFJr74N612ZnyPrxy Scale = 1:24.9 1 2 3 6 7 4 5 4x4 ST1.5x8 STP 2x4 5x6 2-7-10 2-7-10 7-0-0 4-4-6 -1-0-0 1-0-0 2-7-10 2-7-10 7-0-0 4-4-6 0-4-83-10-82-10-83-5-131-0-06.00 12 Plate Offsets (X,Y)-- [2:0-0-11,Edge], [3:0-1-14,0-1-12] 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-R 0.78 0.84 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.19 -0.15 0.32 (loc) 6 6 5 6 l/defl >816 >410 n/a >248 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 2-6: 2x4 SP No.2, 3-6: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-7 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=264(LC 12) Max Uplift 4=-170(LC 12), 2=-213(LC 12), 5=-22(LC 12) Max Grav 4=192(LC 17), 2=350(LC 17), 5=118(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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=170, 2=213. October 26,2021 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 2965979-PSLP Truss G1 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) T25761604 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-FMCnwdZ__zOjKYLOC5nKGfygf_od29GDcmmb5EyPrxx Scale = 1:42.0 1 2 3 4 6 5 7 3x4 ST1.5x8 STP ST1.5x8 STP 6x8 4x4 3x4 2x4 6-3-12 6-3-12 12-5-2 6-1-6 -1-0-0 1-0-0 6-3-12 6-3-12 12-5-2 6-1-6 0-4-86-7-16.00 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 0.73 0.38 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.01 0.05 (loc) 5-6 5-6 5 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 64 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-6-3 oc bracing. REACTIONS. (size)5=0-3-8, 2=0-7-10 Max Horz 2=432(LC 12) Max Uplift 5=-360(LC 12), 2=-288(LC 12) Max Grav 5=537(LC 17), 2=552(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-630/302, 4-5=-167/312 BOT CHORD 2-6=-752/607, 5-6=-752/607 WEBS 3-6=0/280, 3-5=-676/835 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 12-3-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=360, 2=288. October 26,2021 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 2965979-PSLP Truss G2 Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T25761605 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:54:59 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-jYm97zaclHWayiwbmpJZpsVrGO4hnXjMqQW8dgyPrxw Scale = 1:57.3 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 3x6 ST1.5x8 STP ST1.5x8 STP 4x6 2x4 6x8 4x6 5x6 2x4 3x4 2x4 2x4 6x8 3x8 2x4 3x4 3x4 7-0-0 6-0-04-5-1 4-5-1 8-4-4 3-11-3 15-7-12 7-3-8 19-2-6 3-6-10 -1-0-0 1-0-0 4-5-1 4-5-1 8-4-4 3-11-3 12-1-8 3-9-4 13-1-5 0-11-13 15-7-12 2-6-7 16-8-8 1-0-12 18-7-0 1-10-8 19-2-6 0-7-6 0-4-88-8-126.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-0-14], [8:0-3-8,0-2-4], [10:Edge,0-4-4], [11:0-4-12,0-1-8] 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 0.74 0.65 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.51 -0.89 0.01 0.65 (loc) 11-13 11-13 10 13 l/defl >437 >252 n/a >345 L/d 360 240 n/a 240 PLATES MT20 Weight: 136 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-13,6-15: 2x4 SP No.2, 7-11: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-6-8 oc bracing. WEBS 1 Row at midpt 9-10, 10-16 JOINTS 1 Brace at Jt(s): 16 REACTIONS. (size)10=0-2-12, 2=0-7-10 Max Horz 2=575(LC 12) Max Uplift 10=-475(LC 12), 2=-387(LC 12) Max Grav 10=1152(LC 18), 2=1049(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1978/646, 3-5=-864/45, 5-6=-866/242, 6-7=-464/28 BOT CHORD 2-14=-1135/1863, 13-14=-1135/1863, 11-13=-466/813, 10-11=-410/738 WEBS 5-13=-202/392, 6-15=-335/280, 11-15=-461/1481, 7-15=-442/1482, 7-16=-1940/1097, 10-16=-1885/1037, 3-14=-429/792, 3-13=-1202/784 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 16-8-8, Exterior(2E) 16-8-8 to 19-0-10 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) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-15 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=475, 2=387. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. October 26,2021 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 2965979-PSLP Truss G3 Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T25761606 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-BlKYLIbEWbeQZrVnKWqoL41?VoRMW_xW34Fi96yPrxv Scale = 1:51.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10 16 15 17 18 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 2x4 6x8 4x6 5x6 2x4 3x4 2x4 2x4 6x8 3x8 2x4 3x4 3x6 7-0-0 6-0-04-5-1 4-5-1 8-4-4 3-11-3 15-7-12 7-3-8 19-2-6 3-6-10 -1-0-0 1-0-0 4-5-1 4-5-1 8-4-4 3-11-3 12-1-8 3-9-4 13-1-5 0-11-13 15-0-0 1-10-11 15-7-12 0-7-12 18-7-0 2-11-4 19-2-6 0-7-6 0-4-87-10-86.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-0-14], [7:0-3-0,0-2-7], [8:0-3-8,0-4-4], [10:Edge,0-4-4], [11:0-4-12,0-1-8] 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 0.77 0.62 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.46 -0.80 0.01 0.57 (loc) 11-13 11-13 10 13 l/defl >487 >281 n/a >395 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 7-9: 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 6-15,8-11: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-5-0 oc bracing. WEBS 1 Row at midpt 8-10 JOINTS 1 Brace at Jt(s): 16 REACTIONS. (size)10=0-2-12, 2=0-7-10 Max Horz 2=516(LC 12) Max Uplift 10=-450(LC 12), 2=-412(LC 12) Max Grav 10=1116(LC 18), 2=1051(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1963/780, 3-5=-919/164, 5-6=-882/353, 6-7=-622/230, 7-8=-505/248 BOT CHORD 2-14=-1199/1835, 13-14=-1199/1835, 11-13=-502/834, 10-11=-462/784 WEBS 5-13=-139/363, 6-16=-266/219, 15-16=-355/283, 11-15=-466/1402, 8-15=-117/940, 8-10=-1891/1114, 3-14=-409/706, 3-13=-1146/798, 7-16=-475/666 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 19-0-10 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) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-16, 15-16 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=450, 2=412. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. October 26,2021 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 2965979-PSLP Truss G4 Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T25761607 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-fxuwYecsHumHB?3ztDL1uHa9YBnNFQkfIk?FiYyPrxu Scale = 1:45.9 1 2 3 4 5 6 7 8 13 12 11 10 9 15 14 16 17 4x4 ST1.5x8 STP ST1.5x8 STP 2x4 6x8 4x6 4x6 2x4 3x4 2x4 3x6 3x6 3x8 2x4 3x4 2x4 7-0-05-5-04-5-1 4-5-1 8-4-4 3-11-3 15-7-12 7-3-8 19-2-6 3-6-10 -1-0-0 1-0-0 4-5-1 4-5-1 8-4-4 3-11-3 11-11-5 3-7-1 12-1-8 0-2-3 13-0-0 0-10-8 15-7-12 2-7-12 18-7-0 2-11-4 19-2-6 0-7-6 0-4-86-10-86.00 12 Plate Offsets (X,Y)-- [2:0-1-7,0-0-6], [9:Edge,0-4-4], [10:0-4-12,0-1-8] 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 0.88 0.57 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.66 0.01 0.47 (loc) 10-12 10-12 9 12 l/defl >586 >339 n/a >479 L/d 360 240 n/a 240 PLATES MT20 Weight: 127 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-12,5-14,7-10: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-4-14 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (size)9=0-2-12, 2=0-7-10 Max Horz 2=459(LC 12) Max Uplift 9=-429(LC 12), 2=-433(LC 12) Max Grav 9=1080(LC 18), 2=1048(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1926/900, 3-4=-986/286, 4-5=-914/450, 5-6=-372/111, 6-7=-335/129 BOT CHORD 2-13=-1249/1785, 12-13=-1249/1785, 10-12=-530/867, 9-10=-486/809 WEBS 4-12=-83/321, 5-15=-573/400, 14-15=-532/400, 10-14=-475/1311, 7-14=-462/1258, 7-9=-1758/1057, 3-13=-375/596, 3-12=-1051/823 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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(2E) 13-0-0 to 19-0-10 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-15, 14-15 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 at joint(s) 9. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=429, 2=433. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. October 26,2021 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 2965979-PSLP Truss G5 Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T25761608 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-fxuwYecsHumHB?3ztDL1uHa99BiAFSHfIk?FiYyPrxu Scale = 1:41.6 1 2 3 4 5 6 7 8 13 12 11 10 9 15 14 16 17 18 19 4x4 ST1.5x8 STP ST1.5x8 STP 2x4 6x8 4x6 5x6 2x4 3x4 2x4 3x6 3x6 3x8 2x4 3x4 2x4 7-0-04-5-04-5-1 4-5-1 8-4-4 3-11-3 15-7-12 7-3-8 19-2-6 3-6-10 -1-0-0 1-0-0 4-5-1 4-5-1 8-4-4 3-11-3 9-11-5 1-7-1 11-0-0 1-0-11 12-1-8 1-1-8 15-7-12 3-6-4 18-7-0 2-11-4 19-2-6 0-7-6 0-4-85-10-86.00 12 Plate Offsets (X,Y)-- [2:0-1-7,0-0-6], [9:Edge,0-4-4], [10:0-4-12,0-1-8] 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 0.84 0.84 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.51 0.02 0.38 (loc) 10-12 10-12 9 12-13 l/defl >769 >439 n/a >586 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 9-11: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-12,5-14: 2x4 SP No.2, 7-10: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-1-6 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (size)9=0-2-12, 2=0-7-10 Max Horz 2=396(LC 12) Max Uplift 9=-408(LC 12), 2=-454(LC 12) Max Grav 9=1049(LC 18), 2=1040(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1848/950, 3-4=-1148/436, 4-5=-986/518, 5-6=-387/231, 6-7=-345/222 BOT CHORD 2-13=-1225/1696, 12-13=-1225/1696, 10-12=-566/991, 9-10=-518/907 WEBS 4-12=0/309, 5-15=-664/361, 14-15=-650/375, 10-14=-362/1136, 7-14=-362/1149, 7-9=-1739/993, 3-13=-240/364, 3-12=-808/754 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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(2E) 11-0-0 to 19-0-10 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-15, 14-15 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 at joint(s) 9. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=408, 2=454. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. October 26,2021 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 2965979-PSLP Truss G6 Truss Type HALF HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T25761609 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-77SIm_cU2Cu8p9e9RxsGQV7Nab6G_vapXOkpE?yPrxt Scale = 1:39.7 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 4x4 ST1.5x8 STP ST1.5x8 STP 3x6 3x8 4x6 6x8 3x4 6x8 4x6 2x4 3x4 LUS26 NAILED NAILED NAILED NAILED NAILED NAILED 4-8-15 4-8-15 9-0-0 4-3-1 14-0-3 5-0-3 19-2-6 5-2-3 -1-0-0 1-0-0 4-8-15 4-8-15 9-0-0 4-3-1 14-0-3 5-0-3 19-2-6 5-2-3 0-4-84-10-86.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [7:0-4-8,0-1-8], [8:0-3-8,0-3-8], [10:0-4-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.60 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.16 -0.03 (loc) 10-11 10-11 7 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 2-9: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1-11 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS. (size)7=0-2-12, 2=0-7-10 Max Horz 2=333(LC 8) Max Uplift 7=-1812(LC 8), 2=-1278(LC 8) Max Grav 7=2236(LC 1), 2=1673(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3158/2284, 3-4=-2545/1957, 4-5=-2256/1826, 5-6=-1763/1427, 6-7=-1683/1385 BOT CHORD 2-11=-2216/2737, 10-11=-2216/2737, 8-10=-1427/1763 WEBS 4-10=-639/880, 5-10=-544/672, 5-8=-745/663, 6-8=-1878/2320, 3-11=-187/378, 3-10=-577/465 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=1812, 2=1278. 8) Use Simpson Strong-Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent at 7-0-12 from the left end to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 2-7=-20 Continued on page 2 October 26,2021 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 2965979-PSLP Truss G6 Truss Type HALF HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T25761609 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:02 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-77SIm_cU2Cu8p9e9RxsGQV7Nab6G_vapXOkpE?yPrxt LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-300(F) 10=-290(F) 13=-705(F) 14=-290(F) 15=-290(F) 16=-290(F) 17=-290(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 2965979-PSLP Truss HJ1 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) T25761610 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-bK?gzKd7oW0?QJDM?eNVzifd4?abjZdyl2UMmRyPrxs Scale = 1:9.6 1 2 5 3 6 4 2x4 ST1.5x8 STP NAILED NAILED NAILED NAILED 2-9-3 2-9-3 -1-5-0 1-5-0 2-9-3 2-9-3 0-4-81-4-44.24 12 Plate Offsets (X,Y)-- [2:0-1-13,0-0-6] 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-P 0.30 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -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 2-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-4-9, 4=Mechanical Max Horz 2=106(LC 8) Max Uplift 3=-35(LC 17), 2=-169(LC 8) Max Grav 3=77(LC 24), 2=187(LC 1), 4=50(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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) 3 except (jt=lb) 2=169. 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: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=40(F=20, B=20) October 26,2021 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 2965979-PSLP Truss HJ4 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T25761611 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-4WZ2BgelZp8s2ToYZMukWwClEPsDS0s5_iDvItyPrxr Scale = 1:14.5 1 2 5 6 3 7 8 4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-7-2 5-7-2 -1-5-0 1-5-0 5-7-2 5-7-2 0-4-82-4-40-4-42-0-02-4-44.24 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-P 0.47 0.37 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 -0.00 0.04 (loc) 2-4 2-4 3 2-4 l/defl >999 >712 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 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 5-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-7, 4=Mechanical Max Horz 2=169(LC 8) Max Uplift 3=-115(LC 8), 2=-185(LC 8), 4=-31(LC 4) Max Grav 3=132(LC 28), 2=279(LC 1), 4=104(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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) 4 except (jt=lb) 3=115, 2=185. 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: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=42(F=21, B=21) 8=-39(B) October 26,2021 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 2965979-PSLP Truss HJ5 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T25761612 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-Yi7RO0fNK7HjgdNk63Pz27luQpAUBT6FDMzTrKyPrxq Scale = 1:17.0 1 2 5 6 3 7 8 4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-2 7-0-2 -1-5-0 1-5-0 7-0-2 7-0-2 0-4-82-10-44.24 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 0.63 0.50 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 -0.00 -0.09 (loc) 2-4 2-4 3 2-4 l/defl >971 >467 n/a >854 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-7, 4=Mechanical Max Horz 2=200(LC 8) Max Uplift 3=-160(LC 8), 2=-183(LC 8) Max Grav 3=180(LC 28), 2=317(LC 1), 4=118(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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) 3=160, 2=183. 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: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=42(F=21, B=21) October 26,2021 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 2965979-PSLP Truss HJ6 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T25761613 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-0vhpbMg?5RPaHmyxgnxCbLH3qCXvwrEOR0i0NmyPrxp Scale = 1:23.8 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 4-11-11 4-11-11 9-7-3 4-7-8 -1-5-0 1-5-0 4-11-11 4-11-11 9-7-3 4-7-8 0-4-83-9-40-4-43-5-03-9-44.24 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 0.59 0.42 0.33 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: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-6 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=258(LC 24) Max Uplift 4=-172(LC 8), 2=-254(LC 8), 6=-141(LC 8) Max Grav 4=152(LC 28), 2=435(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=-790/333 BOT CHORD 2-7=-392/647, 6-7=-392/647 WEBS 3-7=0/262, 3-6=-699/423 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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=172, 2=254, 6=141. 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=42(F=21, B=21) 10=-76(F=-38, B=-38) 13=-36(F=-18, B=-18) October 26,2021 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 2965979-PSLP Truss HJ7 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T25761614 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-U5FBpigdskXRvwX7EUSR7YqFqctCfI0YggSavCyPrxo Scale = 1:23.1 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 5-1-2 5-1-2 9-10-1 4-8-15 -1-5-0 1-5-0 5-1-2 5-1-2 9-10-1 4-8-15 0-4-83-10-40-4-43-6-03-10-44.24 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 0.57 0.42 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.01 -0.04 (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 8-9-13 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=263(LC 8) Max Uplift 4=-169(LC 8), 2=-260(LC 8), 6=-150(LC 8) Max Grav 4=151(LC 28), 2=446(LC 1), 6=326(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-803/341 BOT CHORD 2-7=-411/673, 6-7=-411/673 WEBS 3-7=0/271, 3-6=-726/444 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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=169, 2=260, 6=150. 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, 2-6=-20 Concentrated Loads (lb) Vert: 8=42(F=21, B=21) 10=-76(F=-38, B=-38) 13=-36(F=-18, B=-18) October 26,2021 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 2965979-PSLP Truss HJ41 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T25761615 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-Yi7RO0fNK7HjgdNk63Pz27luupAmBT6FDMzTrKyPrxq Scale = 1:15.7 1 2 5 6 3 7 8 4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6-2-15 6-2-15 -1-5-0 1-5-0 6-2-15 6-2-15 0-4-82-7-04.24 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-P 0.60 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.14 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >501 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 22 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-12, 4=Mechanical Max Horz 2=183(LC 8) Max Uplift 3=-155(LC 8), 2=-180(LC 8) Max Grav 3=165(LC 28), 2=291(LC 1), 4=117(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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) 3=155, 2=180. 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: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=42(F=21, B=21) October 26,2021 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 2965979-PSLP Truss K1 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25761616 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-yHpZ01hFd2fIX46JoBzggmNLp0A6Og2hvKB7ReyPrxn Scale = 1:36.5 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 3x8 2x4 7x10 2x4 2x4 3x8 NAILED NAILED NAILED NAILED HTU26 NAILED NAILED NAILED NAILED 4-0-0 4-0-0 10-0-10 6-0-10 16-1-4 6-0-10 20-1-4 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 10-0-10 6-0-10 16-1-4 6-0-10 20-1-4 4-0-0 21-1-4 1-0-0 0-4-82-4-80-4-82-4-86.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [3:0-6-0,0-2-8], [5:0-6-0,0-2-8], [6:0-1-12,0-1-8], [9:0-5-0,0-4-8] 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 0.88 0.57 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.23 0.03 0.22 (loc) 9-10 9-10 6 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 107 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-0 oc bracing. REACTIONS. (size)2=0-7-10, 6=0-7-10 Max Horz 2=-125(LC 23) Max Uplift 2=-735(LC 8), 6=-804(LC 8) Max Grav 2=1008(LC 29), 6=1113(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1783/1156, 3-4=-2694/1929, 4-5=-2694/1929, 5-6=-1936/1263 BOT CHORD 2-10=-935/1561, 9-10=-938/1577, 8-9=-1013/1696, 6-8=-1015/1682 WEBS 3-10=-42/264, 3-9=-957/1279, 4-9=-413/469, 5-9=-832/1136, 5-8=0/322 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=735, 6=804. 8) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 8-10-0 from the left end to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 2-6=-20 Concentrated Loads (lb) Vert: 5=-39(B) 8=-53(B) 11=-31(B) 12=-31(B) 13=-31(B) 14=-251(B) 15=-16(B) 16=-16(B) 17=-16(B) October 26,2021 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 2965979-PSLP Truss K2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25761617 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-QUNxENitOMn98EhWLvUvDzvZyQWh7GBr8_xg_5yPrxm Scale = 1:36.4 1 2 3 4 5 6 9 8 7 10 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x4 4x4 3x6 3x4 3x4 3x4 6-0-0 6-0-0 14-1-4 8-1-4 20-1-4 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 10-0-10 4-0-10 14-1-4 4-0-10 20-1-4 6-0-0 0-4-83-4-80-4-83-4-86.00 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 0.66 0.55 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.18 0.03 0.09 (loc) 7-9 7-9 6 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 86 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 4-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-9 oc bracing. REACTIONS. (size)6=0-7-10, 2=0-7-10 Max Horz 2=168(LC 11) Max Uplift 6=-429(LC 12), 2=-553(LC 12) Max Grav 6=718(LC 1), 2=794(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1192/1038, 3-4=-995/1035, 4-5=-1005/1048, 5-6=-1201/1050 BOT CHORD 2-9=-761/991, 7-9=-958/1132, 6-7=-774/992 WEBS 3-9=-112/325, 4-9=-250/269, 5-7=-105/325 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 6-0-0, Exterior(2E) 6-0-0 to 19-9-7 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=429, 2=553. October 26,2021 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 2965979-PSLP Truss K3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25761618 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:10 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-ugwKRjjW9fv0mOGivc?8lBSi8qoasjZ_MegEWXyPrxl Scale = 1:35.8 1 2 3 4 7 6 5 8 9 3x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x6 3x6 2x4 2x4 8-0-0 8-0-0 12-1-4 4-1-4 20-1-4 8-0-0 8-0-0 8-0-0 12-1-4 4-1-4 20-1-4 8-0-0 0-4-84-4-80-4-84-4-86.00 12 Plate Offsets (X,Y)-- [1:0-1-11,0-1-8], [2:0-3-8,0-2-4], [3:0-3-8,0-2-4], [4:0-1-11,0-1-8] 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 0.83 0.82 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.42 0.03 -0.36 (loc) 4-5 4-5 4 1-7 l/defl >838 >552 n/a >643 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 2-3: 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 5-1-0 oc bracing. REACTIONS. (size)1=0-7-10, 4=0-7-10 Max Horz 1=-203(LC 10) Max Uplift 1=-433(LC 12), 4=-433(LC 12) Max Grav 1=888(LC 17), 4=888(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1252/939, 2-3=-1036/969, 3-4=-1252/939 BOT CHORD 1-7=-633/1097, 5-7=-633/1103, 4-5=-632/1091 WEBS 2-7=-13/338, 3-5=-13/338 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 8-0-0, Exterior(2E) 8-0-0 to 19-9-7 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=433, 4=433. October 26,2021 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 2965979-PSLP Truss K4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25761619 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-MsUif3j8wz1tOYquTKWNIO?y5D8Ib867bIQn2zyPrxk Scale = 1:36.0 1 2 3 4 5 6 8 7 9 10 11 12 3x6 ST1.5x8 STP ST1.5x8 STP 4x4 4x4 3x6 5x8 3x4 2x4 2x4 9-6-8 9-6-8 10-6-12 1-0-4 20-1-4 9-6-8 5-0-3 5-0-3 9-6-8 4-6-5 10-6-12 1-0-4 15-1-1 4-6-5 20-1-4 5-0-3 0-4-85-1-120-4-85-1-126.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-1], [7:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.79 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.33 0.03 0.08 (loc) 1-8 1-8 6 1-8 l/defl >999 >701 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-3 oc bracing. REACTIONS. (size)1=0-7-10, 6=0-7-10 Max Horz 1=-241(LC 10) Max Uplift 1=-433(LC 12), 6=-433(LC 12) Max Grav 1=720(LC 1), 6=720(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1185/1098, 2-3=-911/836, 3-4=-763/815, 4-5=-911/836, 5-6=-1185/1098 BOT CHORD 1-8=-890/1123, 7-8=-428/770, 6-7=-863/1015 WEBS 2-8=-404/525, 3-8=-220/268, 4-7=-220/268, 5-7=-405/525 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 9-6-8, Exterior(2E) 9-6-8 to 10-6-12, Exterior(2R) 10-6-12 to 19-0-9, Interior(1) 19-0-9 to 19-9-7 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=433, 6=433. October 26,2021 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 2965979-PSLP Truss K5 Truss Type Monopitch Qty 2 Ply 1 Job Reference (optional) T25761620 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:12 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-r224sPkmhH9j0hP4111cqcX8hdYAKbRHqy9KaQyPrxj Scale = 1:31.3 1 2 3 4 5 6 3x4 ST1.5x8 STP ST1.5x8 STP 2x4 6x8 2x4 8-7-4 8-7-4 4-4-13 4-4-13 8-7-4 4-2-7 0-4-84-8-26.00 12 Plate Offsets (X,Y)-- [1:0-0-7,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-SH 0.44 0.56 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.27 -0.01 0.04 (loc) 1-4 1-4 4 1-4 l/defl >748 >368 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-0-3 oc bracing. REACTIONS. (size)1=0-7-10, 4=0-5-10 Max Horz 1=270(LC 12) Max Uplift 1=-110(LC 12), 4=-252(LC 12) Max Grav 1=322(LC 17), 4=369(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-348/312, 3-4=-117/260 BOT CHORD 1-4=-665/390 WEBS 2-4=-417/734 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 8-5-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=110, 4=252. October 26,2021 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 2965979-PSLP Truss K6 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T25761621 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:12 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-r224sPkmhH9j0hP4111cqcX7MdcxKdhHqy9KaQyPrxj Scale = 1:20.1 1 2 3 4 5 4x6 ST1.5x8 STP 4x4 4x4 2x4 4-4-10 4-4-10 8-9-4 4-4-10 -1-0-0 1-0-0 4-4-10 4-4-10 8-9-4 4-4-10 0-4-82-6-130-4-86.00 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 0.46 0.32 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.03 (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: 33 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 8-8-5 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10 Max Horz 2=127(LC 11) Max Uplift 4=-177(LC 12), 2=-313(LC 12) Max Grav 4=306(LC 18), 2=387(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-454/589, 3-4=-450/603 BOT CHORD 2-5=-385/333, 4-5=-385/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=177, 2=313. October 26,2021 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 2965979-PSLP Truss K7 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) T25761622 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-JFcS3llOSaHadr_HalZrNp4Nf10U33?Q2bvu7syPrxi Scale = 1:20.0 1 2 3 4 5 6 7 10 9 8 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 8-9-4 8-9-4 -1-0-0 1-0-0 4-4-10 4-4-10 8-9-4 4-4-10 9-9-4 1-0-0 0-4-82-6-130-4-86.00 12 Plate Offsets (X,Y)-- [2:0-4-3,0-0-3], [6:0-4-3,0-0-3] 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-SH 0.17 0.04 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 37 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 8-9-4. (lb) - Max Horz 2=134(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-163(LC 12), 6=-163(LC 12), 10=-123(LC 12), 8=-123(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-83/257, 4-5=-82/250 WEBS 3-10=-189/444, 5-8=-190/453 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 2, 163 lb uplift at joint 6, 123 lb uplift at joint 10 and 123 lb uplift at joint 8. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 6. October 26,2021 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 2965979-PSLP Truss L1 Truss Type Monopitch Qty 6 Ply 1 Job Reference (optional) T25761623 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-nRAqH5m0DuPRF?ZT8S44w1dT9RCXoUAaHFeRfIyPrxh Scale: 3/8"=1' 1 2 3 4 5 6 7 2x4 ST1.5x8 STP 6x8 4x4 2x4 9-0-0 9-0-0 -1-0-0 1-0-0 5-9-9 5-9-9 9-0-0 3-2-7 0-4-84-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-11,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 0.50 0.63 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.34 -0.01 0.08 (loc) 2-5 2-5 5 2-5 l/defl >622 >303 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-9-12 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-7-10 Max Horz 2=324(LC 12) Max Uplift 5=-254(LC 12), 2=-241(LC 12) Max Grav 5=381(LC 17), 2=417(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-294/161 BOT CHORD 2-5=-505/309 WEBS 3-5=-396/683 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 8-10-4 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 254 lb uplift at joint 5 and 241 lb uplift at joint 2. October 26,2021 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 2965979-PSLP Truss L2 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T25761624 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-FdkDURne_CXIt98fiAbJSE9cMraYXw_jWvO?BlyPrxg Scale = 1:27.0 1 2 3 4 6 5 2x4 ST1.5x8 STP 6x8 3x4 2x4 5x8 Special Special 7-0-0 7-0-0 9-0-0 2-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 9-0-0 2-0-0 0-4-83-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-3,Edge], [3:0-6-0,0-2-8] 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 0.60 0.45 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.01 0.08 (loc) 2-6 2-6 5 2-6 l/defl >999 >804 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 45 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-7-10 Max Horz 2=267(LC 8) Max Uplift 5=-528(LC 8), 2=-349(LC 8) Max Grav 5=769(LC 25), 2=534(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-510/218 BOT CHORD 2-6=-286/424, 5-6=-291/446 WEBS 3-6=-130/582, 3-5=-972/632 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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) 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 528 lb uplift at joint 5 and 349 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 390 lb down and 439 lb up at 7-0-0 on top chord, and 348 lb down and 167 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 6=-315(B) 3=-160(B) October 26,2021 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 2965979-PSLP Truss M Truss Type Hip Girder Qty 2 Ply 1 Job Reference (optional) T25761625 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-jqIbinnGlVf9UJjsGt6Y?SivkE0GGRVtlZ7YkByPrxf Scale = 1:14.0 1 2 3 4 5 6 8 7 9 10 4x4 ST1.5x8 STP ST1.5x8 STP 4x4 2x4 2x4 2x4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED 2-0-0 2-0-0 3-3-0 1-3-0 5-3-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 3-3-0 1-3-0 5-3-0 2-0-0 6-3-0 1-0-0 0-4-81-4-80-4-81-4-86.00 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.11 0.10 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 8 8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-3-8 Max Horz 2=-75(LC 30) Max Uplift 2=-158(LC 8), 5=-158(LC 8) Max Grav 2=303(LC 36), 5=302(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-373/43, 3-4=-301/18, 4-5=-374/43 BOT CHORD 2-8=-60/405, 7-8=-54/411, 5-7=-58/406 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 2 and 158 lb uplift at joint 5. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=29(F) 4=29(F) October 26,2021 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 2965979-PSLP Truss M1 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25761626 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-jqIbinnGlVf9UJjsGt6Y?SijzEukGMOtlZ7YkByPrxf Scale = 1:26.0 1 2 3 4 5 7 6 8 4x6 ST1.5x8 STP 4x4 3x4 6x8 4x4 3x4 6-3-14 6-3-14 12-7-12 6-3-14 -1-0-0 1-0-0 6-3-14 6-3-14 7-7-12 1-3-14 12-7-12 5-0-0 0-4-82-10-83-6-72-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-11,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 0.58 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 -0.01 0.10 (loc) 6-7 2-7 6 2-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 60 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-7-10 Max Horz 2=204(LC 12) Max Uplift 6=-281(LC 12), 2=-377(LC 12) Max Grav 6=447(LC 1), 2=542(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-616/637, 3-4=-562/748 BOT CHORD 2-7=-683/508, 6-7=-760/555 WEBS 3-7=-146/300, 4-6=-595/825 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 6-3-14, Exterior(2E) 6-3-14 to 7-7-12, Interior(1) 7-7-12 to 12-6-0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 281 lb uplift at joint 6 and 377 lb uplift at joint 2. October 26,2021 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 2965979-PSLP Truss M2 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T25761627 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-B0szv6ovVpn06TI2padnXfE0QeIC?qN0zDt5GdyPrxe Scale: 1/2"=1' 1 2 3 4 5 6 9 8 7 10 11 4x4 ST1.5x8 STP 4x4 4x4 2x4 5x6 3x4 2x4 3x4 Special NAILED Special Special NAILED Special 5-0-0 5-0-0 7-7-12 2-7-12 9-7-12 2-0-0 12-7-12 3-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 7-7-12 2-7-12 9-7-12 2-0-0 12-7-12 3-0-0 0-4-81-10-82-10-81-10-82-10-86.00 12 Plate Offsets (X,Y)-- [2:0-2-0,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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.38 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.06 0.02 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 58 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 4-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-14 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-7-10 Max Horz 2=141(LC 25) Max Uplift 7=-460(LC 8), 2=-582(LC 8) Max Grav 7=733(LC 29), 2=867(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1294/749, 3-4=-1121/717, 4-5=-1259/765 BOT CHORD 2-9=-659/1128, 8-9=-655/1138, 7-8=-733/1136 WEBS 3-9=0/293, 4-8=0/290, 5-7=-1262/826 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 460 lb uplift at joint 7 and 582 lb uplift at joint 2. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 368 lb down and 380 lb up at 5-0-0, and 368 lb down and 380 lb up at 7-7-12 on top chord, and 114 lb down at 5-0-0, and 114 lb down at 7-7-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-6=-54, 2-7=-20 Concentrated Loads (lb) Vert: 3=-138(B) 4=-138(B) 9=-70(B) 8=-70(B) 10=-61(B) 11=-26(B) October 26,2021 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 2965979-PSLP Truss N1 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) T25761628 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:18 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-fCPL7SpXG7vtkctENI804tn4Y2dFkC69Ctcfo3yPrxd Scale = 1:42.1 1 2 3 4 6 5 7 3x4 ST1.5x8 STP ST1.5x8 STP 6x8 4x4 3x4 2x4 6-4-0 6-4-0 12-5-10 6-1-10 -1-0-0 1-0-0 6-4-0 6-4-0 12-5-10 6-1-10 0-4-86-7-56.00 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 0.73 0.39 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.01 0.05 (loc) 5-6 5-6 5 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 64 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-6-1 oc bracing. REACTIONS. (size)5=0-5-10, 2=0-7-10 Max Horz 2=433(LC 12) Max Uplift 5=-362(LC 12), 2=-288(LC 12) Max Grav 5=539(LC 17), 2=553(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-632/303, 4-5=-168/312 BOT CHORD 2-6=-753/610, 5-6=-753/610 WEBS 3-6=0/281, 3-5=-679/837 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 12-3-14 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 362 lb uplift at joint 5 and 288 lb uplift at joint 2. October 26,2021 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 2965979-PSLP Truss N2 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25761629 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:19 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-7PzjKoq91Q1kLmSRx?fFd4KGASzUTcNJRXMCKWyPrxc Scale = 1:37.8 1 2 3 4 5 7 6 8 9 10 4x4 ST1.5x8 STP ST1.5x8 STP 2x4 6x8 4x4 3x4 2x4 2x4 6-4-0 6-4-0 10-10-0 4-6-0 12-5-10 1-7-10 -1-0-0 1-0-0 6-4-0 6-4-0 10-10-0 4-6-0 12-5-10 1-7-10 0-4-85-9-86.00 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 0.68 0.39 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.01 0.06 (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: 69 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-3-14 oc bracing. REACTIONS. (size)6=0-5-10, 2=0-7-10 Max Horz 2=388(LC 12) Max Uplift 6=-339(LC 12), 2=-311(LC 12) Max Grav 6=504(LC 17), 2=559(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-636/400 BOT CHORD 2-7=-771/594, 6-7=-771/594 WEBS 3-7=0/281, 3-8=-650/835, 6-8=-699/929 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 10-10-0, Exterior(2E) 10-10-0 to 12-3-14 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 339 lb uplift at joint 6 and 311 lb uplift at joint 2. October 26,2021 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 2965979-PSLP Truss N3 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25761630 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:20 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-cbX6X8qnok9bzw0dVjBU9IsVlsGrCAVSfB5mtyyPrxb Scale: 3/8"=1' 1 2 3 4 5 7 6 8 4x4 ST1.5x8 STP ST1.5x8 STP 3x6 4x4 2x4 3x8 3x4 8-10-0 8-10-0 12-5-10 3-7-10 -1-0-0 1-0-0 4-7-15 4-7-15 8-10-0 4-2-1 12-5-10 3-7-10 0-4-84-9-86.00 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 0.43 0.57 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.26 -0.01 0.04 (loc) 2-7 2-7 6 2-7 l/defl >999 >565 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 68 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=0-5-10, 2=0-7-10 Max Horz 2=325(LC 12) Max Uplift 6=-313(LC 12), 2=-337(LC 12) Max Grav 6=465(LC 17), 2=560(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-652/642, 3-4=-362/300, 4-5=-296/359, 5-6=-479/627 BOT CHORD 2-7=-924/626 WEBS 3-7=-368/626, 4-7=-72/257, 5-7=-588/493 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 8-10-0, Exterior(2E) 8-10-0 to 12-3-14 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 313 lb uplift at joint 6 and 337 lb uplift at joint 2. October 26,2021 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 2965979-PSLP Truss N4 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T25761631 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-4n5UlUrPZ2ISb4bp2QijiVPcYFXIxeCcurrJPOyPrxa Scale = 1:29.7 1 2 3 4 6 5 7 8 9 10 11 12 2x4 ST1.5x8 STP ST1.5x8 STP 6x8 3x4 3x6 5x8 Special Special Special Special Special Special Special Special 6-10-0 6-10-0 12-5-10 5-7-10 -1-0-0 1-0-0 6-10-0 6-10-0 12-5-10 5-7-10 0-4-83-9-86.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [3:0-6-0,0-2-8] 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 0.69 0.88 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.17 -0.02 (loc) 5-6 5-6 5 l/defl >785 >862 n/a L/d 240 240 n/a PLATES MT20 Weight: 59 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 3-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-4 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS. (size)5=0-5-10, 2=0-7-10 Max Horz 2=262(LC 21) Max Uplift 5=-910(LC 8), 2=-605(LC 8) Max Grav 5=1309(LC 25), 2=897(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1330/793 BOT CHORD 2-6=-789/1145, 5-6=-807/1182 WEBS 3-6=-438/889, 3-5=-1331/905 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 910 lb uplift at joint 5 and 605 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 271 lb down and 278 lb up at 6-10-0, 84 lb down and 55 lb up at 8-10-12, and 84 lb down and 55 lb up at 10-10-12, and 65 lb down and 54 lb up at 11-11-4 on top chord, and 286 lb down and 170 lb up at 6-10-0, 203 lb down and 162 lb up at 7-0-12, 203 lb down and 162 lb up at 8-10-12, and 203 lb down and 162 lb up at 10-10-12, and 209 lb down and 156 lb up at 11-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 6=-431(B) 3=-51(B) 9=-2(B) 10=-174(B) 11=-174(B) 12=-181(B) October 26,2021 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 2965979-PSLP Truss V1 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25761632 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-4n5UlUrPZ2ISb4bp2QijiVPkUFjaxi4currJPOyPrxa Scale = 1:10.3 1 2 3 2x4 2x4 2x4 3-0-0 3-0-0 0-0-41-6-06.00 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 0.18 0.09 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: 10 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 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-11-8, 3=2-11-8 Max Horz 1=70(LC 12) Max Uplift 1=-32(LC 12), 3=-67(LC 12) Max Grav 1=89(LC 17), 3=100(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 32 lb uplift at joint 1 and 67 lb uplift at joint 3. October 26,2021 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 2965979-PSLP Truss V5 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T25761633 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-Y_fsyqs1KLQJCEA?c8DyEjyw?f4kg9Kl7VasxryPrxZ Scale = 1:8.2 1 2 3 2x4 2x4 2x4 2-2-0 2-2-0 0-0-41-1-06.00 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 0.06 0.03 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: 6 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-1-8, 3=2-1-8 Max Horz 1=44(LC 12) Max Uplift 1=-20(LC 12), 3=-42(LC 12) Max Grav 1=55(LC 17), 3=63(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 20 lb uplift at joint 1 and 42 lb uplift at joint 3. October 26,2021 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 2965979-PSLP Truss V7 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25761634 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-Y_fsyqs1KLQJCEA?c8DyEjypPf0rg9Kl7VasxryPrxZ Scale = 1:14.1 1 2 3 2x4 2x4 2x4 4-6-4 4-6-4 0-0-42-3-26.00 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 0.55 0.28 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: 16 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 4-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-5-12, 3=4-5-12 Max Horz 1=118(LC 12) Max Uplift 1=-54(LC 12), 3=-113(LC 12) Max Grav 1=149(LC 17), 3=169(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-163/324 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 54 lb uplift at joint 1 and 113 lb uplift at joint 3. October 26,2021 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 2965979-PSLP Truss V8 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25761635 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 13:55:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-0ADEAAtf5fYAqOlCArkBnwU573QePcZuM9KQTHyPrxY Scale = 1:9.1 1 2 3 2x4 2x4 2x4 2-6-4 2-6-4 0-0-41-3-26.00 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 0.10 0.05 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: 8 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-5-12, 3=2-5-12 Max Horz 1=55(LC 12) Max Uplift 1=-25(LC 12), 3=-53(LC 12) Max Grav 1=69(LC 17), 3=79(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=18ft; 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 25 lb uplift at joint 1 and 53 lb uplift at joint 3. October 26,2021 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