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HomeMy WebLinkAboutAPPROVED T25724120.2958308-PSLP6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2958308-PSLP - Design Code: FBC2020/TPI2014Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 68 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: BETSINGER Model: . Subdivision: .Address: EASY ST, . State: FLCity: INDIAN RIVER ESTATES Name Address and License # of Structural Engineer of Record, If there is one, for the building.Name: License #: Address: City: State: October 22,2021 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Fort Pierce). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T25724120 A1 Date 10/22/212T25724121A1A10/22/213T25724122A210/22/214T25724123A310/22/215T25724124A410/22/216T25724125B110/22/217T25724126B210/22/218T25724127B310/22/219T25724128B410/22/2110T25724129B510/22/2111T25724130C110/22/2112T25724131C210/22/2113T25724132C310/22/2114T25724133C410/22/2115T25724134C510/22/2116T25724135C610/22/2117T25724136C710/22/2118T25724137C810/22/2119T25724138CJ110/22/2120T25724139CJ210/22/2121T25724140CJ310/22/2122T25724141CJ410/22/21 No.Seal#Truss Name 23 T25724142 CJ5 Date 10/22/2124T25724143CJ2110/22/2125T25724144CJ3110/22/2126T25724145D110/22/2127T25724146D210/22/2128T25724147D310/22/2129T25724148D410/22/2130T25724149D510/22/2131T25724150EJ110/22/2132T25724151EJ210/22/2133T25724152EJ310/22/2134T25724153EJ410/22/2135T25724154EJ610/22/2136T25724155EJ710/22/2137T25724156EJ2110/22/2138T25724157EJ2310/22/2139T25724158EJ3110/22/2140T25724159EJ4110/22/2141T25724160EJ4210/22/2142T25724161EJ6110/22/2143T25724162G110/22/2144T25724163G210/22/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2958308-PSLP - 2 of 2 Site Information: Lot/Block: . Customer Info: PSL PROPERTIES Project Name: BETSINGER Model: . Subdivision: .Address: EASY ST, . State: FLCity: INDIAN RIVER ESTATES No.Seal#Truss Name 45 T25724164 HJ1 Date 10/22/2146T25724165HJ210/22/2147T25724166HJ310/22/2148T25724167HJ410/22/2149T25724168HJ710/22/2150T25724169K110/22/2151T25724170K210/22/2152T25724171K310/22/2153T25724172K410/22/2154T25724173K510/22/2155T25724174K610/22/2156T25724175L110/22/2157T25724176L210/22/2158T25724177M110/22/2159T25724178P110/22/2160T25724179V110/22/2161T25724180V210/22/2162T25724181V310/22/2163T25724182V410/22/2164T25724183V510/22/2165T25724184V610/22/2166T25724185V710/22/2167T25724186V810/22/2168T25724187V1110/22/21 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss A1 Truss Type COMMON Qty 3 Ply 1 Job Reference (optional) T25724120 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-c?yuRkVwfeQN5HfcULzJILoLGd6X4pXPnY1z_pyREBz Scale = 1:46.7 1 2 3 4 5 8 7 6 9 10 11 12 13 14 3x4 ST1.5x8 STP ST1.5x8 STP 4x6 3x4 3x6 3x4 2x4 3x4 2x4 9-0-8 9-0-8 17-6-8 8-6-0 26-6-0 8-11-8 6-11-0 6-11-0 13-3-8 6-4-8 19-8-0 6-4-8 26-6-0 6-10-0 0-4-36-11-150-4-116.00 12 Plate Offsets (X,Y)-- [1:0-2-10,0-1-8], [5:0-1-5,0-1-8] 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 0.69 0.90 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.33 0.06 0.15 (loc) 6-8 1-8 5 1-8 l/defl >999 >936 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 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 3-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing. REACTIONS. (size)1=0-7-10, 5=0-6-10 Max Horz 1=-290(LC 10) Max Uplift 1=-456(LC 12), 5=-456(LC 12) Max Grav 1=1156(LC 17), 5=1155(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1911/1092, 2-3=-1751/1077, 3-4=-1746/1075, 4-5=-1905/1089 BOT CHORD 1-8=-897/1848, 6-8=-438/1160, 5-6=-860/1622 WEBS 3-6=-376/846, 4-6=-420/471, 3-8=-379/854, 2-8=-426/474 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 13-3-8, Exterior(2R) 13-3-8 to 19-3-8, Interior(1) 19-3-8 to 26-2-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 456 lb uplift at joint 1 and 456 lb uplift at joint 5. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss A1A Truss Type Common Qty 5 Ply 1 Job Reference (optional) T25724121 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-4BWGe4WYPyYEiREo13UYqYLUq0R5pE?Z0CnXWFyREBy Scale = 1:46.7 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 3x8 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 4x6 3x6 5x8 3x4 2x4 3x6 5x8 3x4 2x4 5-7-12 5-7-12 10-9-0 5-1-4 15-10-0 5-1-0 20-11-4 5-1-4 26-6-0 5-6-12 5-7-12 5-7-12 10-9-0 5-1-4 13-3-8 2-6-8 15-10-0 2-6-8 20-11-4 5-1-4 26-6-0 5-6-12 0-4-36-11-150-4-116.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-2] 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 1.00 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.34 0.14 0.30 (loc) 9-11 9-11 7 9-11 l/defl >999 >905 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 2-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-7-9 oc bracing. WEBS 1 Row at midpt 4-9, 4-11 REACTIONS. (size)1=0-7-10, 7=0-6-10 Max Horz 1=290(LC 11) Max Uplift 1=-959(LC 12), 7=-961(LC 12) Max Grav 1=2114(LC 17), 7=2117(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4119/2912, 2-3=-3740/2790, 3-4=-3874/3028, 4-5=-3870/3025, 5-6=-3736/2788, 6-7=-4105/2902 BOT CHORD 1-12=-2491/3778, 11-12=-2491/3778, 9-11=-1839/2894, 8-9=-2452/3543, 7-8=-2452/3543 WEBS 4-9=-1155/1522, 5-9=-1139/1000, 6-9=-373/277, 4-11=-1161/1531, 3-11=-1139/1000, 2-11=-390/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 13-3-8, Exterior(2R) 13-3-8 to 19-3-8, Interior(1) 19-3-8 to 26-2-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 959 lb uplift at joint 1 and 961 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 613 lb down and 445 lb up at 15-11-8, and 613 lb down and 445 lb up at 10-7-8 on top 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=-254(F=-200), 4-5=-254(F=-200), 5-7=-54, 1-7=-20 Continued on page 2 October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss A1A Truss Type Common Qty 5 Ply 1 Job Reference (optional) T25724121 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:26 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-YN4esQXAAFg5Kbo?bm?nNmtfaQnKYhFiFsW42hyREBx LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-550(F) 3=-550(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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss A2 Truss Type COMMON Qty 2 Ply 1 Job Reference (optional) T25724122 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-1ae03mYoxZoyylNB9TW0vzQsaq8DHAErTWGea8yREBw Scale = 1:47.0 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 3x6 ST1.5x8 STP ST1.5x8 STP 4x6 3x6 3x4 5x6 3x4 2x4 3x6 9-0-8 9-0-8 17-6-8 8-6-0 26-7-0 9-0-8 6-11-0 6-11-0 13-3-8 6-4-8 19-8-0 6-4-8 26-7-0 6-11-0 27-7-0 1-0-0 0-4-36-11-150-4-36.00 12 Plate Offsets (X,Y)-- [1:0-6-0,0-0-2], [4:0-3-0,0-3-4], [5:0-2-12,0-1-8] 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 0.68 0.90 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.33 0.06 0.15 (loc) 7-9 1-9 5 1-9 l/defl >999 >938 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 120 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 3-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-8 oc bracing. REACTIONS. (size)1=0-7-10, 5=0-7-10 Max Horz 1=-304(LC 10) Max Uplift 1=-454(LC 12), 5=-557(LC 12) Max Grav 1=1157(LC 17), 5=1232(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1913/1090, 2-3=-1753/1075, 3-4=-1744/1064, 4-5=-1903/1082 BOT CHORD 1-9=-838/1859, 7-9=-381/1172, 5-7=-831/1615 WEBS 3-7=-372/845, 4-7=-421/469, 3-9=-381/854, 2-9=-426/474 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 13-3-8, Exterior(2R) 13-3-8 to 19-3-8, Interior(1) 19-3-8 to 27-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 454 lb uplift at joint 1 and 557 lb uplift at joint 5. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss A3 Truss Type COMMON Qty 1 Ply 1 Job Reference (optional) T25724123 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-VmCPH6ZRitwpZvyNjB2FSBz1REVh0dc?iA?B7ayREBv Scale = 1:47.2 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 4x6 ST1.5x8 STP ST1.5x8 STP3x6 4x6 3x4 5x6 3x4 5x6 4x6 9-0-8 9-0-8 17-6-8 8-6-0 26-7-0 9-0-8 -1-0-0 1-0-0 6-11-0 6-11-0 13-3-8 6-4-8 19-8-0 6-4-8 26-7-0 6-11-0 27-7-0 1-0-0 0-4-36-11-150-4-36.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-4], [5:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.88 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.32 0.06 0.12 (loc) 8-10 2-10 6 2-10 l/defl >999 >980 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 122 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 3-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-3-12 oc bracing. REACTIONS. (size)6=0-7-10, 2=0-7-10 Max Horz 2=310(LC 11) Max Uplift 6=-554(LC 12), 2=-554(LC 12) Max Grav 6=1231(LC 18), 2=1231(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1901/1069, 3-4=-1743/1051, 4-5=-1743/1051, 5-6=-1901/1069 BOT CHORD 2-10=-827/1846, 8-10=-376/1168, 6-8=-819/1614 WEBS 4-8=-374/845, 5-8=-421/469, 4-10=-374/845, 3-10=-421/469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-3-8, Exterior(2R) 13-3-8 to 19-3-8, Interior(1) 19-3-8 to 27-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 554 lb uplift at joint 6 and 554 lb uplift at joint 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss A4 Truss Type COMMON Qty 2 Ply 1 Job Reference (optional) T25724124 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-zymnUSZ3TA2gB2XZGuZU?OVC4eqol4o8xqlkf0yREBu Scale = 1:46.9 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 4x6 ST1.5x8 STP ST1.5x8 STP 3x4 3x6 3x4 2x4 3x4 5x6 3x6 9-0-8 9-0-8 17-6-8 8-6-0 26-6-0 8-11-8 -1-0-0 1-0-0 6-11-0 6-11-0 13-3-8 6-4-8 19-8-0 6-4-8 26-6-0 6-10-0 0-4-36-11-150-4-116.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-3-0,0-3-4], [6:0-1-5,0-1-8] 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 0.68 0.89 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.32 0.06 0.14 (loc) 7-9 6-7 6 6-7 l/defl >999 >957 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 120 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 3-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-14 oc bracing. REACTIONS. (size)6=0-6-10, 2=0-7-10 Max Horz 2=304(LC 11) Max Uplift 6=-453(LC 12), 2=-556(LC 12) Max Grav 6=1155(LC 18), 2=1230(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1899/1081, 3-4=-1741/1063, 4-5=-1745/1072, 5-6=-1904/1086 BOT CHORD 2-9=-885/1834, 7-9=-435/1156, 6-7=-848/1621 WEBS 4-7=-378/846, 5-7=-420/470, 4-9=-372/845, 3-9=-421/470 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-3-8, Exterior(2R) 13-3-8 to 19-3-8, Interior(1) 19-3-8 to 26-2-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 453 lb uplift at joint 6 and 556 lb uplift at joint 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss B1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25724125 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-R9K9ioahEUAXpC6mqc4jXc2Qf1EnUWAIAUUIBTyREBt Scale: 1/4"=1' 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x6 3x4 2x4 3x4 3x4 3x4 2x4 4x6 5-11-4 5-11-4 11-4-1 5-4-12 15-2-15 3-10-15 20-7-12 5-4-12 26-7-0 5-11-4 -1-0-0 1-0-0 5-11-4 5-11-4 11-4-1 5-4-12 15-2-15 3-10-15 20-7-12 5-4-12 26-7-0 5-11-4 27-7-0 1-0-0 0-4-36-0-30-4-36-0-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.59 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.25 0.07 -0.20 (loc) 9-10 9-10 7 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 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 3-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-8 oc bracing. REACTIONS. (size)2=0-7-10, 7=0-7-10 Max Horz 2=-268(LC 10) Max Uplift 2=-554(LC 12), 7=-554(LC 12) Max Grav 2=1235(LC 17), 7=1235(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2042/1040, 3-4=-1448/848, 4-5=-1240/819, 5-6=-1448/848, 6-7=-2043/1040 BOT CHORD 2-13=-795/1928, 12-13=-795/1928, 10-12=-431/1331, 9-10=-805/1728, 7-9=-805/1728 WEBS 3-13=0/260, 3-12=-691/429, 4-12=-146/432, 5-10=-146/432, 6-10=-692/429, 6-9=0/260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-4-1, Exterior(2E) 11-4-1 to 15-2-15, Exterior(2R) 15-2-15 to 23-8-12, Interior(1) 23-8-12 to 27-7-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 554 lb uplift at joint 2 and 554 lb uplift at joint 7. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss B2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25724126 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-vLtXv8bJ?oIOQMhyOJby4paUoRXnDv_RO8ErjvyREBs Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 5x8 ST1.5x8 STP 4x6 3x4 4x12 2x4 4x6 3x6 3x4 4x4 3x8 4x4 6x8 3x4 1-1-10 1-1-10 9-4-0 8-2-6 17-3-0 7-10-15 26-7-0 9-4-0 -1-0-0 1-0-0 1-1-10 1-1-10 4-9-12 3-8-2 9-4-0 4-6-4 17-3-0 7-10-15 21-9-4 4-6-4 26-7-0 4-9-12 27-7-0 1-0-0 0-4-35-0-36-3-31-7-31-3-06-3-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [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 0.92 0.79 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.40 0.04 0.06 (loc) 10-11 10-11 10 11-13 l/defl >999 >782 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 155 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-14: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-2-9 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (size)2=0-7-10, 10=Mechanical Max Horz 2=-226(LC 10) Max Uplift 2=-558(LC 12), 10=-544(LC 12) Max Grav 2=1236(LC 17), 10=1221(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1625/854, 3-4=-731/450, 4-5=-1311/820, 5-6=-1207/805, 6-7=-1362/819, 7-8=-258/177, 8-10=-304/334 BOT CHORD 2-15=-644/1488, 14-15=-290/720, 3-15=-179/541, 13-14=-569/1215, 11-13=-460/1240, 10-11=-610/1118 WEBS 5-13=-2/302, 6-11=-10/301, 7-10=-1226/742, 4-14=-794/442 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-4-0, Exterior(2E) 9-4-0 to 17-3-0, Exterior(2R) 17-3-0 to 25-8-13, Interior(1) 25-8-13 to 27-7-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 558 lb uplift at joint 2 and 544 lb uplift at joint 10. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss B3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25724127 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-NXRv6Ucxm5QF2WG8y16Bc17iArstyRTadozPGLyREBr Scale = 1:47.4 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 5x8 ST1.5x8 STP 5x8 3x4 5x6 3x8 3x4 3x4 5x8 2x4 4x6 3x6 5x6 1-1-10 1-1-10 7-4-0 6-2-6 13-3-8 5-11-8 19-3-0 5-11-8 26-7-0 7-4-0 -1-0-0 1-0-0 1-1-10 1-1-10 7-4-0 6-2-6 13-3-8 5-11-8 19-3-0 5-11-8 26-7-0 7-4-0 0-4-34-0-35-3-31-7-31-3-05-3-36.00 12 Plate Offsets (X,Y)-- [2:0-0-12,Edge], [4:0-6-0,0-2-8], [6:0-5-8,0-2-4], [7:0-3-0,0-1-8], [10:0-4-0,0-3-0] 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 0.76 0.87 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 0.05 0.09 (loc) 8-9 8-9 8 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 150 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-12: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. REACTIONS. (size)2=0-7-10, 8=Mechanical Max Horz 2=172(LC 11) Max Uplift 2=-560(LC 12), 8=-457(LC 12) Max Grav 2=1039(LC 1), 8=965(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1235/749, 3-4=-1221/769, 4-5=-1308/964, 5-6=-1308/964, 6-7=-1269/789, 7-8=-894/641 BOT CHORD 2-13=-690/1139, 3-13=-278/315, 11-12=-380/581, 10-11=-535/1025, 9-10=-567/1055 WEBS 3-11=-194/534, 4-10=-252/436, 5-10=-357/346, 6-10=-214/413, 7-9=-442/920 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 7-4-0, Exterior(2R) 7-4-0 to 15-9-13, Interior(1) 15-9-13 to 19-3-0, Exterior(2E) 19-3-0 to 26-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 560 lb uplift at joint 2 and 457 lb uplift at joint 8. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss B4 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25724128 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-JwZgX9dBIigzHqQX3S9fiSC2qfa8QJIt46SVKEyREBp Scale: 1/4"=1' 1 2 3 4 5 6 7 13 12 11 10 9 8 15 16 17 18 19 20 5x8 ST1.5x8 STP 5x8 5x6 2x4 2x4 3x6 3x4 4x6 3x6 2x4 3x4 5x8 2x4 4x6 1-1-10 1-1-10 5-8-0 4-6-6 13-3-8 7-7-8 20-11-0 7-7-8 24-2-8 3-3-8 26-7-0 2-4-8 -1-0-0 1-0-0 1-1-10 1-1-10 5-8-0 4-6-6 13-3-8 7-7-8 20-11-0 7-7-8 24-2-8 3-3-8 26-7-0 2-4-8 0-4-33-2-31-6-71-8-151-3-04-5-36.00 12 Plate Offsets (X,Y)-- [2:0-1-0,Edge], [4:0-6-0,0-2-8], [6:0-6-0,0-2-8], [7:0-3-4,0-2-6], [10:0-4-0,0-3-0] 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 0.75 0.75 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.20 0.04 0.11 (loc) 10-11 10-11 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 148 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-12: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-1 oc bracing. REACTIONS. (size)8=Mechanical, 2=0-7-10 Max Horz 2=136(LC 11) Max Uplift 8=-457(LC 12), 2=-560(LC 12) Max Grav 8=965(LC 1), 2=1039(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1226/820, 3-4=-1186/818, 4-5=-1620/1200, 5-6=-1620/1200, 6-7=-1259/863, 7-8=-915/679 BOT CHORD 2-13=-723/1036, 11-12=-357/480, 10-11=-612/1031, 9-10=-665/1064 WEBS 3-11=-359/625, 4-10=-463/718, 5-10=-470/487, 6-10=-444/691, 7-9=-608/1010 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 5-8-0, Exterior(2R) 5-8-0 to 11-8-0, Interior(1) 11-8-0 to 20-11-0, Exterior(2E) 20-11-0 to 26-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 457 lb uplift at joint 8 and 560 lb uplift at joint 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss B5 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T25724129 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-GIhQyrfSqKwgX7ZwBsB7ntIN4SD8uAuAYPxcP6yREBn Scale = 1:47.4 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 5x6 ST1.5x8 STP 7x10 5x8 4x6 3x6 4x12 3x8 2x4 5x6 5x8 5x8 6x8 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1-1-10 1-1-10 3-8-0 2-6-6 11-1-15 7-5-15 18-9-9 7-7-11 26-7-0 7-9-7 -1-0-0 1-0-0 1-1-10 1-1-10 11-1-15 10-0-5 18-9-9 7-7-11 26-7-0 7-9-7 0-4-32-2-33-5-31-3-06.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-7], [5:0-5-0,0-4-8], [6:0-3-8,0-3-0], [8:Edge,0-3-8], [9:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.85 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.42 0.05 0.33 (loc) 9-11 9-11 8 9-11 l/defl >999 >751 n/a >958 L/d 360 240 n/a 240 PLATES MT20 Weight: 160 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 2-14: 2x4 SP No.2, 3-13: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 7-9,5-12,6-11: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-1 oc bracing. WEBS 1 Row at midpt 7-9, 5-12 REACTIONS. (size)8=Mechanical, 2=0-7-10 Max Horz 2=135(LC 8) Max Uplift 8=-1064(LC 8), 2=-1133(LC 8) Max Grav 8=1837(LC 29), 2=1931(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2736/1453, 3-4=-2092/1107, 4-5=-1914/1065, 5-6=-4159/2407, 6-7=-3596/2090, 7-8=-1714/1114 BOT CHORD 2-14=-1243/2247, 12-13=-523/912, 11-12=-2420/4155, 9-11=-2090/3596 WEBS 3-12=-725/1381, 4-12=0/417, 7-9=-2211/3783, 5-12=-2438/1466, 6-9=-1095/989, 5-11=0/430, 6-11=-383/606 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 1064 lb uplift at joint 8 and 1133 lb uplift at joint 2. 9) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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: 1-4=-54, 4-7=-54, 2-14=-20, 8-13=-20 Continued on page 2 October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss B5 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T25724129 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:36 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-GIhQyrfSqKwgX7ZwBsB7ntIN4SD8uAuAYPxcP6yREBn LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-127(F) 9=-38(F) 12=-18(F) 6=-94(F) 15=-94(F) 16=-94(F) 17=-94(F) 18=-94(F) 20=-94(F) 22=-94(F) 23=-94(F) 24=-94(F) 25=-94(F) 26=-94(F) 27=-38(F) 28=-38(F) 29=-38(F) 30=-38(F) 31=-38(F) 32=-38(F) 33=-38(F) 34=-38(F) 35=-38(F) 36=-38(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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss C1 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25724130 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:37 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-kVFoABg4bd2X8H86kaiNJ4qZXsaDdhHKn3h9xZyREBm Scale = 1:53.1 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 5x6 ST1.5x8 STP 4x6 3x4 4x6 3x6 3x4 3x4 5x8 3x4 4x6 3x6 4x6 1-1-10 1-1-10 6-9-8 5-7-14 13-3-8 6-6-0 19-9-8 6-6-0 26-7-0 6-9-8 -1-0-0 1-0-0 1-1-10 1-1-10 6-9-8 5-7-14 13-3-8 6-6-0 19-9-8 6-6-0 26-7-0 6-9-8 0-4-36-11-158-2-151-7-31-3-06.00 12 Plate Offsets (X,Y)-- [2:0-1-0,Edge], [4:0-3-0,0-3-0], [7:0-3-0,0-1-8], [10:0-4-0,0-3-0] 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 0.65 0.79 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 0.05 0.08 (loc) 10-11 10-11 8 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 155 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-12: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-13 oc bracing. REACTIONS. (size)2=0-7-10, 8=Mechanical Max Horz 2=301(LC 11) Max Uplift 2=-560(LC 12), 8=-457(LC 12) Max Grav 2=1039(LC 1), 8=965(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1229/742, 3-4=-1211/812, 4-5=-995/787, 5-6=-998/792, 6-7=-1283/835, 7-8=-901/652 BOT CHORD 2-13=-654/1183, 3-13=-242/263, 11-12=-309/555, 10-11=-649/1125, 9-10=-641/1084 WEBS 3-11=-357/603, 4-10=-388/345, 5-10=-336/519, 6-10=-460/376, 7-9=-588/999 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-3-8, Exterior(2R) 13-3-8 to 19-3-8, Interior(1) 19-3-8 to 26-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 560 lb uplift at joint 2 and 457 lb uplift at joint 8. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss C2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25724131 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-ChoBNXgiLxAOmRjIIHDcsINjMGweM9xT?jQjT?yREBl Scale = 1:49.8 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 5x6 ST1.5x8 STP 4x6 3x6 2x4 2x4 3x6 3x4 5x8 5x12 3x4 4x6 6-11-0 6-11-0 14-9-13 7-10-13 20-8-4 5-10-6 26-7-0 5-10-12 -1-0-0 1-0-0 6-11-0 6-11-0 13-3-8 6-4-8 14-9-13 1-6-5 20-8-4 5-10-6 26-7-0 5-10-12 0-4-36-11-158-2-151-7-31-3-06.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-3-0,0-3-4], [11:0-3-12,0-2-8] 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 0.71 0.78 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.36 0.05 0.10 (loc) 11-12 11-12 8 2-12 l/defl >999 >875 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-10: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-12 REACTIONS. (size)2=0-7-10, 8=Mechanical Max Horz 2=301(LC 11) Max Uplift 2=-560(LC 12), 8=-457(LC 12) Max Grav 2=1238(LC 17), 8=1162(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2004/1074, 3-4=-2079/1354, 4-5=-1461/1052, 5-6=-1452/928, 6-7=-1479/823, 7-8=-1070/647 BOT CHORD 2-12=-888/1903, 11-12=-450/1173, 5-11=-264/339 WEBS 3-12=-445/538, 9-11=-631/1301, 6-9=-346/344, 7-9=-593/1179, 4-12=-653/1073, 4-11=-485/865 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-3-8, Exterior(2R) 13-3-8 to 19-3-8, Interior(1) 19-3-8 to 26-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 560 lb uplift at joint 2 and 457 lb uplift at joint 8. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss C3 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25724132 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-gtMZathK6FIFObIUs?krPVwwIgGt5U5cENAG0RyREBk Scale = 1:50.2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 5x6 ST1.5x8 STP 4x6 3x6 2x4 2x4 3x6 3x4 5x8 5x12 3x4 4x6 6-11-0 6-11-0 14-9-13 7-10-13 20-8-4 5-10-6 26-7-0 5-10-12 -1-0-0 1-0-0 6-11-0 6-11-0 13-3-8 6-4-8 14-9-13 1-6-5 20-8-4 5-10-6 26-7-0 5-10-12 0-4-36-10-118-1-111-7-31-3-06.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-3-0,0-3-4], [11:0-3-12,0-2-8] 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 0.64 0.78 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.36 0.05 0.10 (loc) 11-12 11-12 8 2-12 l/defl >999 >875 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-10: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 8=Mechanical Max Horz 2=301(LC 11) Max Uplift 2=-560(LC 12), 8=-457(LC 12) Max Grav 2=1238(LC 17), 8=1162(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2004/973, 3-4=-2079/1236, 4-5=-1461/943, 5-6=-1452/835, 6-7=-1479/753, 7-8=-1070/601 BOT CHORD 2-12=-778/1903, 11-12=-375/1173, 5-11=-264/280 WEBS 3-12=-445/501, 9-11=-571/1301, 6-9=-346/319, 7-9=-541/1179, 4-12=-602/1073, 4-11=-419/865 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-3-8, Exterior(2R) 13-3-8 to 21-9-5, Interior(1) 21-9-5 to 26-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 560 lb uplift at joint 2 and 457 lb uplift at joint 8. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss C4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25724133 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-84wxoDiytYR6?lthQiF4xjS7U3c8q3jmT1vqYtyREBj Scale: 1/4"=1' 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 5x6 ST1.5x8 STP 4x6 4x6 2x4 3x6 3x4 5x8 4x6 5x12 2x4 3x4 5-9-12 5-9-12 8-2-6 2-4-9 11-1-0 2-10-11 14-9-13 3-8-13 20-8-4 5-10-7 26-7-0 5-10-12 -1-0-0 1-0-0 5-9-12 5-9-12 11-1-0 5-3-4 14-9-13 3-8-13 15-6-0 0-8-2 20-8-4 5-2-4 26-7-0 5-10-12 0-4-35-10-117-1-111-7-31-3-07-1-116.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [12:0-4-0,0-2-8] 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 0.48 0.78 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.24 0.05 0.09 (loc) 12-13 12-13 8 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 152 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-10: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2-4 oc bracing. Except: 10-0-0 oc bracing: 10-12 REACTIONS. (size)2=0-7-10, 8=Mechanical Max Horz 2=253(LC 11) Max Uplift 2=-557(LC 12), 8=-454(LC 12) Max Grav 2=1241(LC 17), 8=1166(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1978/1076, 3-4=-1800/1010, 4-5=-1314/846, 5-6=-1486/873, 6-7=-1480/773, 7-8=-1071/614 BOT CHORD 2-13=-882/1872, 12-13=-528/1352, 5-12=-166/455 WEBS 6-9=-366/337, 7-9=-560/1174, 9-12=-596/1253, 3-13=-337/376, 4-13=-237/654 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-1-0, Exterior(2E) 11-1-0 to 15-6-0, Exterior(2R) 15-6-0 to 23-11-13, Interior(1) 23-11-13 to 26-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 557 lb uplift at joint 2 and 454 lb uplift at joint 8. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss C5 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25724134 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-4S2hDujDPAhqF213X7IY08YOmtGGIzc3wLOwcmyREBh Scale = 1:47.4 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 5x8 ST1.5x8 STP 4x6 3x6 5x8 3x6 2x4 6x8 2x4 3x4 5x8 5x6 9-8-0 9-8-0 14-9-13 5-1-13 16-11-0 2-1-2 20-8-5 3-9-5 26-7-0 5-10-11 -1-0-0 1-0-0 5-1-4 5-1-4 9-8-0 4-6-12 14-9-13 5-1-13 16-11-0 2-1-2 20-8-5 3-9-5 26-7-0 5-10-11 0-4-35-2-36-5-31-7-31-3-06-5-36.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [4:0-6-0,0-2-8], [12:0-2-4,0-2-12], [13:0-4-0,0-3-0] 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 0.81 0.86 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.39 0.06 0.09 (loc) 2-13 2-13 8 11 l/defl >999 >806 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 151 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1-0 oc bracing. WEBS 1 Row at midpt 4-12 REACTIONS. (size)2=0-7-10, 8=Mechanical Max Horz 2=223(LC 11) Max Uplift 2=-552(LC 12), 8=-447(LC 12) Max Grav 2=1054(LC 1), 8=986(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1710/1112, 3-4=-1465/931, 4-5=-1271/902, 5-6=-1441/942, 6-7=-1280/775, 7-8=-927/618 BOT CHORD 2-13=-913/1541, 12-13=-609/1268 WEBS 3-13=-331/345, 4-13=-68/422, 5-12=-132/403, 6-9=-465/364, 7-9=-537/1018, 9-12=-620/1108, 6-12=-91/280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-11-5, Interior(1) 4-11-5 to 9-8-0, Exterior(2E) 9-8-0 to 16-11-0, Exterior(2R) 16-11-0 to 25-4-13, Interior(1) 25-4-13 to 26-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 552 lb uplift at joint 2 and 447 lb uplift at joint 8. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss C6 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25724135 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-Zfc3QEkrATphsCcG5rpnZL4XtHfJ1PzC9?8U9CyREBg Scale = 1:47.4 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 5x8 ST1.5x8 STP 5x8 4x6 3x4 2x4 3x6 2x4 5x8 5x12 6x8 7-8-0 7-8-0 14-9-13 7-1-13 18-11-0 4-1-3 26-7-0 7-8-0 -1-0-0 1-0-0 7-8-0 7-8-0 14-9-13 7-1-13 18-11-0 4-1-3 26-7-0 7-8-0 0-4-34-2-35-5-31-7-31-3-05-5-36.00 12 Plate Offsets (X,Y)-- [3:0-5-8,0-2-4], [5:0-5-8,0-2-4], [6:Edge,0-1-12], [10:0-3-12,0-2-4] 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 0.92 0.68 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.21 0.05 0.15 (loc) 7-8 7-8 7 2-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 141 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-9: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 7=Mechanical Max Horz 2=179(LC 11) Max Uplift 2=-560(LC 12), 7=-457(LC 12) Max Grav 2=1039(LC 1), 7=965(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1651/982, 3-4=-1653/1165, 4-5=-1617/1136, 5-6=-1266/786, 6-7=-890/642 BOT CHORD 2-11=-736/1378, 10-11=-735/1386, 4-10=-342/315 WEBS 3-11=0/341, 3-10=-224/424, 8-10=-507/1045, 5-10=-475/836, 5-8=-347/313, 6-8=-417/893 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 7-8-0, Exterior(2R) 7-8-0 to 16-1-13, Interior(1) 16-1-13 to 18-11-0, Exterior(2E) 18-11-0 to 26-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 560 lb uplift at joint 2 and 457 lb uplift at joint 7. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss C7 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25724136 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:44 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-1rASealTxnxYUMASfYK06Zdpqh1emprMOft1hfyREBf Scale = 1:47.4 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 5x8 ST1.5x8 STP 3x6 3x6 3x6 3x6 2x4 2x4 2x4 3x4 3x4 5x12 3x4 5x8 5-8-0 5-8-0 10-2-15 4-6-15 14-9-13 4-6-15 20-8-7 5-10-9 26-7-0 5-10-9 -1-0-0 1-0-0 5-8-0 5-8-0 10-2-15 4-6-15 14-9-13 4-6-15 20-8-7 5-10-9 26-7-0 5-10-9 0-4-33-2-34-5-31-3-06.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-6-0,0-2-8], [12:0-2-12,0-2-8] 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 0.46 0.55 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.25 0.07 0.18 (loc) 12-13 12-13 9 12-13 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 *Except* 5-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-12 oc bracing. REACTIONS. (size)9=Mechanical, 2=0-7-10 Max Horz 2=193(LC 12) Max Uplift 9=-466(LC 12), 2=-551(LC 12) Max Grav 9=965(LC 1), 2=1039(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1719/977, 3-4=-2087/1290, 4-5=-2178/1294, 5-7=-2151/1281, 7-8=-1100/617, 8-9=-913/579 BOT CHORD 2-14=-935/1452, 13-14=-934/1459, 12-13=-1290/2086, 5-12=-272/256 WEBS 3-13=-421/742, 4-13=-303/275, 10-12=-585/1032, 7-12=-744/1178, 7-10=-876/635, 8-10=-748/1333 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 5-8-0, Exterior(2R) 5-8-0 to 14-1-13, Interior(1) 14-1-13 to 26-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 466 lb uplift at joint 9 and 551 lb uplift at joint 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss C8 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T25724137 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:46 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-zEHC2GmjTOBGkgKrmzMUB_i2QUe8EgierzM8lXyREBd Scale = 1:47.4 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 5x6 ST1.5x8 STP 7x10 6x8 4x6 3x6 5x12 5x8 2x4 5x6 WB 5x8 5x8 5x6 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1-1-10 1-1-10 3-8-0 2-6-6 11-1-15 7-5-15 18-9-9 7-7-11 26-7-0 7-9-7 -1-0-0 1-0-0 1-1-10 1-1-10 11-1-15 10-0-5 18-9-9 7-7-11 26-7-0 7-9-7 0-4-32-2-33-5-31-3-06.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-7], [5:0-5-0,0-4-8], [6:0-3-0,0-3-8], [8:Edge,0-3-8], [9:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.87 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.43 0.05 0.35 (loc) 9-11 9-11 8 9-11 l/defl >999 >722 n/a >902 L/d 360 240 n/a 240 PLATES MT20 Weight: 161 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 2-14: 2x4 SP No.2, 3-13: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 7-9,5-12,6-11: 2x4 SP No.2 OTHERS 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 4-10-5 oc bracing. WEBS 1 Row at midpt 7-9, 5-12 REACTIONS. (size)8=Mechanical, 2=0-7-10 Max Horz 2=135(LC 8) Max Uplift 8=-1237(LC 8), 2=-1175(LC 8) Max Grav 8=2066(LC 29), 2=1972(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2800/1518, 3-4=-2141/1157, 4-5=-1958/1109, 5-6=-4305/2556, 6-7=-3776/2264, 7-8=-1904/1304 BOT CHORD 2-14=-1296/2299, 12-13=-545/933, 11-12=-2569/4301, 9-11=-2264/3776 WEBS 3-12=-756/1412, 4-12=0/427, 7-9=-2391/3963, 5-12=-2548/1579, 6-9=-1150/1064, 5-11=0/444, 6-11=-352/570 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 1237 lb uplift at joint 8 and 1175 lb uplift at joint 2. 9) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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 Continued on page 2 October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss C8 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T25724137 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:46 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-zEHC2GmjTOBGkgKrmzMUB_i2QUe8EgierzM8lXyREBd LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 2-14=-20, 8-13=-20 Concentrated Loads (lb) Vert: 4=-127(B) 9=-40(B) 12=-18(B) 6=-107(B) 15=-94(B) 16=-94(B) 17=-94(B) 18=-107(B) 20=-107(B) 22=-107(B) 23=-107(B) 24=-107(B) 25=-107(B) 26=-107(B) 27=-98(B) 28=-38(B) 29=-38(B) 30=-38(B) 31=-40(B) 32=-40(B) 33=-40(B) 34=-40(B) 35=-40(B) 36=-40(B) 37=-40(B) 38=-39(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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss CJ1 Truss Type Corner Jack Qty 20 Ply 1 Job Reference (optional) T25724138 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-RQraGcnLEiJ7Lpv1KgtjjBFP4uBpzKQo4d6hIzyREBc Scale = 1:7.0 1 2 3 4 2x4 ST1.5x8 STP 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-4-30-10-30-4-110-5-80-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=66(LC 12) Max Uplift 3=-8(LC 1), 2=-141(LC 12) Max Grav 3=25(LC 12), 2=128(LC 17), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 141 lb uplift at joint 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss CJ2 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T25724139 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-RQraGcnLEiJ7Lpv1KgtjjBFOduATzK5o4d6hIzyREBc Scale = 1:13.3 1 2 3 6 5 4 3x4 ST1.5x8 STP 2x4 2x4 2x4 -1-0-0 1-0-0 3-5-11 3-5-11 0-4-32-1-00-10-01-8-61-3-06.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.09 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.01 0.02 (loc) 3 3 5 3 l/defl >999 >999 n/a >999 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 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=131(LC 12) Max Uplift 4=-70(LC 12), 2=-148(LC 12) Max Grav 4=95(LC 17), 2=207(LC 17), 5=73(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 4 and 148 lb uplift at joint 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss CJ3 Truss Type Corner Jack Qty 8 Ply 1 Job Reference (optional) T25724140 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:49 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-NpzLhIpcmJZqb73PR5wBpcKkcirCREw5XxboMsyREBa Scale: 1"=1' 1 2 3 4 3x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=119(LC 12) Max Uplift 3=-55(LC 12), 2=-148(LC 12) Max Grav 3=71(LC 17), 2=191(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 3 and 148 lb uplift at joint 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss CJ4 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T25724141 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-r?XjudqEXdhhCHec?pRQLqtl157WAhAEmbKLuIyREBZ Scale = 1:20.4 1 2 5 3 43x6 ST1.5x8 STP 5-6-0 5-6-0 -1-0-0 1-0-0 5-6-0 5-6-0 0-4-33-1-30-4-112-8-83-1-36.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.86 0.33 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >745 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 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=186(LC 12) Max Uplift 3=-141(LC 12), 2=-162(LC 12) Max Grav 3=164(LC 17), 2=279(LC 17), 4=102(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 5-5-4 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 141 lb uplift at joint 3 and 162 lb uplift at joint 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss CJ5 Truss Type Corner Jack Qty 8 Ply 1 Job Reference (optional) T25724142 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:51 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-KB556zqsIxpYqRDoZWyfu1QzaVUmv8QN?F4vRlyREBY Scale = 1:19.2 1 2 3 4 3x4 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-32-10-30-4-112-5-82-10-36.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.68 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=172(LC 12) Max Uplift 3=-125(LC 12), 2=-158(LC 12) Max Grav 3=146(LC 17), 2=261(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 3 and 158 lb uplift at joint 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss CJ21 Truss Type Corner Jack Qty 8 Ply 1 Job Reference (optional) T25724143 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:48 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-vcPyTyoz?0RzzzUDuOPyGPobZIWkingxIHrFqQyREBb Scale = 1:8.7 1 2 3 4 2x4 1-8-0 1-8-0 -0-10-0 0-10-0 1-8-0 1-8-0 0-4-31-2-30-9-81-2-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.03 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: 7 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 1-8-0 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=-29(LC 12), 2=-100(LC 12) Max Grav 3=42(LC 17), 2=123(LC 17), 4=33(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 3 and 100 lb uplift at joint 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss CJ31 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T25724144 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-r?XjudqEXdhhCHec?pRQLqtvM5AJAhAEmbKLuIyREBZ Scale = 1:18.5 1 2 3 7 6 4 5 2x4 ST1.5x8 STP 2x4 2x4 2x4 1-1-10 1-1-10 3-0-0 1-10-6 -1-0-0 1-0-0 1-1-10 1-1-10 3-0-0 1-10-6 0-4-33-1-31-5-83-1-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.20 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=119(LC 12) Max Uplift 4=-46(LC 12), 2=-148(LC 12) Max Grav 4=72(LC 17), 2=191(LC 17), 5=38(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 4 and 148 lb uplift at joint 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss D1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T25724145 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-oOfTJJrU2ExPSbo_7ETuQFy79vnHeSlXDvpSzByREBX Scale = 1:39.2 1 2 3 4 5 6 7 10 9 811121314 15 16 17 4x6 ST1.5x8 STP ST1.5x8 STP 3x8 7x10 3x8 3x6 3x8 3x6 3x8 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 5-5-4 5-5-4 10-4-0 4-10-12 15-2-12 4-10-12 20-8-0 5-5-4 -1-0-0 1-0-0 5-5-4 5-5-4 10-4-0 4-10-12 15-2-12 4-10-12 20-8-0 5-5-4 21-8-0 1-0-0 0-4-35-5-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [6:0-2-10,0-1-8], [8:0-4-4,0-1-8], [9:0-5-0,0-4-8], [10:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.50 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.27 0.06 0.21 (loc) 9-10 9-10 6 9-10 l/defl >999 >881 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 231 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* 4-9: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 6=0-7-10 Max Horz 2=246(LC 7) Max Uplift 2=-2380(LC 8), 6=-3033(LC 8) Max Grav 2=4333(LC 1), 6=5896(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8969/4809, 3-4=-6654/3498, 4-5=-6659/3500, 5-6=-9655/4865 BOT CHORD 2-10=-4132/7885, 9-10=-4132/7885, 8-9=-4193/8525, 6-8=-4193/8525 WEBS 4-9=-2907/5627, 5-9=-3166/1512, 5-8=-1179/2801, 3-9=-2275/1443, 3-10=-1145/2013 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2380 lb uplift at joint 2 and 3033 lb uplift at joint 6. 9) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 6-2-12 from the left end to connect truss(es) to back face of bottom chord. 10) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 8-2-12 from the left end to 19-7-12 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss D1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T25724145 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:52 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-oOfTJJrU2ExPSbo_7ETuQFy79vnHeSlXDvpSzByREBX LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 2-6=-20 Concentrated Loads (lb) Vert: 9=-945(B) 11=-1965(B) 12=-945(B) 13=-966(B) 14=-951(B) 15=-945(B) 16=-945(B) 17=-945(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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss D2 Truss Type COMMON Qty 2 Ply 1 Job Reference (optional) T25724146 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:54 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-kmmEk?tkasB7huxNEeVMWg1QRjPm6PgqhDIZ14yREBV Scale = 1:36.2 1 2 3 4 5 6 7 8 11 10 9 12 13 14 3x6 ST1.5x8 STP ST1.5x8 STP 3x8 3x8 5x6 3x8 3x8 2x4 2x4 2x4 2x4 6-2-4 6-2-4 14-5-12 8-3-8 20-7-0 6-1-4 -1-0-0 1-0-0 6-2-4 6-2-4 8-2-3 1-11-15 9-2-0 0-11-13 10-4-0 1-2-0 11-6-0 1-2-0 12-5-13 0-11-13 14-5-12 1-11-15 20-7-0 6-1-4 0-4-35-6-30-4-116.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [5:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.76 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.68 0.02 0.28 (loc) 9-11 9-11 8 9-11 l/defl >571 >353 n/a >846 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 *Except* 8-10: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-9-4 oc bracing. REACTIONS. (size)8=0-6-10, 2=0-7-10 Max Horz 2=238(LC 11) Max Uplift 8=-298(LC 12), 2=-403(LC 12) Max Grav 8=1053(LC 19), 2=1128(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1761/669, 3-4=-1369/716, 4-5=-433/1148, 5-6=-418/1170, 6-7=-1353/726, 7-8=-1742/681 BOT CHORD 2-11=-452/1451, 9-11=-452/1451, 8-9=-452/1451 WEBS 4-6=-2682/1283, 7-9=0/601, 3-11=0/608 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-4-0, Exterior(2R) 10-4-0 to 16-4-0, Interior(1) 16-4-0 to 20-3-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 298 lb uplift at joint 8 and 403 lb uplift at joint 2. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss D3 Truss Type COMMON Qty 2 Ply 1 Job Reference (optional) T25724147 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-CyKcxLtML9J_J2WZoM1b2tab96kwrsuzvt26aWyREBU Scale = 1:36.7 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 3x6 ST1.5x8 STP ST1.5x8 STP 3x8 5x6 3x8 3x8 2x4 2x4 2x4 2x4 3x8 6-2-4 6-2-4 14-5-12 8-3-8 20-8-0 6-2-4 -1-0-0 1-0-0 6-2-4 6-2-4 8-2-3 1-11-15 9-2-0 0-11-13 10-4-0 1-2-0 11-6-0 1-2-0 12-5-13 0-11-13 14-5-12 1-11-15 20-8-0 6-2-4 21-8-0 1-0-0 0-4-35-6-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [5:0-3-0,Edge], [8:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.76 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.68 0.02 0.28 (loc) 10-12 10-12 8 10-12 l/defl >570 >352 n/a >864 L/d 360 240 n/a 240 PLATES MT20 Weight: 99 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 *Except* 8-11: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 8=0-7-10 Max Horz 2=246(LC 11) Max Uplift 2=-400(LC 12), 8=-400(LC 12) Max Grav 2=1129(LC 18), 8=1129(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1760/661, 3-4=-1368/709, 4-5=-406/1151, 5-6=-411/1168, 6-7=-1356/705, 7-8=-1743/657 BOT CHORD 2-12=-382/1465, 10-12=-382/1465, 8-10=-382/1465 WEBS 4-6=-2679/1236, 7-10=0/597, 3-12=0/607 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-4-0, Exterior(2R) 10-4-0 to 16-4-0, Interior(1) 16-4-0 to 21-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb uplift at joint 2 and 400 lb uplift at joint 8. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss D4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25724148 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:56 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-g9u_9hu?6TSrwC5mM3Yqb57tTW4maNl78Xng6yyREBT Scale = 1:37.3 1 2 3 4 5 6 7 8 10 9 11 12 4x4 ST1.5x8 STP ST1.5x8 STP 4x4 3x6 5x6 3x4 2x4 2x4 3x6 9-0-0 9-0-0 11-8-0 2-8-0 20-8-0 9-0-0 -1-0-0 1-0-0 4-9-4 4-9-4 9-0-0 4-2-12 11-8-0 2-8-0 15-10-12 4-2-12 20-8-0 4-9-4 21-8-0 1-0-0 0-4-34-10-30-4-34-10-36.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.72 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.34 0.04 -0.12 (loc) 7-9 7-9 7 2-10 l/defl >999 >704 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 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 4-6-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-9 oc bracing. REACTIONS. (size)2=0-7-10, 7=0-7-10 Max Horz 2=-217(LC 10) Max Uplift 2=-450(LC 12), 7=-450(LC 12) Max Grav 2=967(LC 17), 7=967(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1399/904, 3-4=-1121/700, 4-5=-958/680, 5-6=-1121/700, 6-7=-1400/904 BOT CHORD 2-10=-686/1360, 9-10=-328/1032, 7-9=-683/1198 WEBS 3-10=-382/407, 4-10=-117/335, 5-9=-117/334, 6-9=-383/407 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2E) 9-0-0 to 11-8-0, Exterior(2R) 11-8-0 to 20-4-3, Interior(1) 20-4-3 to 21-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 450 lb uplift at joint 2 and 450 lb uplift at joint 7. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss D5 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25724149 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-cX0kaNwFe4iZAWF8TUaIgWC6_KkN2EoPcqGnBryREBR Scale = 1:37.5 1 2 3 4 5 6 9 8 7 10 11 12 13 14 6x8 ST1.5x8 STP ST1.5x8 STP 5x6 3x6 4x6 2x4 3x4 3x6 Special NAILED NAILED NAILED Special Special NAILED NAILED NAILED Special 7-0-0 7-0-0 13-8-0 6-8-0 20-8-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 13-8-0 6-8-0 20-8-0 7-0-0 21-8-0 1-0-0 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-15], [4:0-3-0,0-2-7] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.84 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.31 0.07 0.15 (loc) 7-9 7-9 5 7-9 l/defl >999 >771 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 94 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-4: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-11-13 oc bracing. REACTIONS. (size)2=0-7-10, 5=0-7-10 Max Horz 2=172(LC 24) Max Uplift 2=-1079(LC 8), 5=-1078(LC 8) Max Grav 2=1711(LC 29), 5=1713(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3109/1880, 3-4=-2704/1737, 4-5=-3115/1880 BOT CHORD 2-9=-1538/2786, 7-9=-1528/2756, 5-7=-1521/2699 WEBS 3-9=-233/734, 4-7=-243/760 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 1079 lb uplift at joint 2 and 1078 lb uplift at joint 5. 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) 313 lb down and 324 lb up at 7-0-0, and 313 lb down and 324 lb up at 13-8-0 on top chord, and 464 lb down and 352 lb up at 7-0-0, and 464 lb down and 352 lb up at 13-7-4 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=-133(F) 4=-133(F) 8=-57(F) 9=-445(F) 7=-445(F) 10=-107(F) 11=-107(F) 12=-107(F) 13=-57(F) 14=-57(F) "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 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss EJ1 Truss Type Jack-Open Qty 5 Ply 1 Job Reference (optional) T25724150 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-cX0kaNwFe4iZAWF8TUaIgWCHJKx22I9PcqGnBryREBR Scale = 1:8.9 1 2 3 4 2x4 ST1.5x8 STP 1-9-0 1-9-0 -1-0-0 1-0-0 1-9-0 1-9-0 0-4-31-2-110-10-01-2-116.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.03 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: 7 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 1-9-0 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=87(LC 12) Max Uplift 3=-27(LC 9), 2=-125(LC 12) Max Grav 3=38(LC 17), 2=142(LC 17), 4=33(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 125 lb uplift at joint 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss EJ2 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T25724151 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:30:59 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-5ka7nixtPOqQnfqK1C5XCjlR5kGdnlOZqU0KjHyREBQ Scale: 1"=1' 1 2 3 4 2x4 ST1.5x8 STP 2-11-0 2-11-0 -1-0-0 1-0-0 2-11-0 2-11-0 0-4-31-9-116.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.07 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 2-11-0 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=116(LC 12) Max Uplift 3=-51(LC 12), 2=-148(LC 12) Max Grav 3=68(LC 17), 2=188(LC 17), 4=51(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 3 and 148 lb uplift at joint 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss EJ3 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) T25724152 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-VJFFPkzmiJC_e7ZviKfEqMNyKxHF_68?WSE_KcyREBN Scale: 1"=1' 1 2 3 4 3x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=119(LC 12) Max Uplift 3=-55(LC 12), 2=-148(LC 12) Max Grav 3=71(LC 17), 2=191(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 3 and 148 lb uplift at joint 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss EJ4 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T25724153 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-vuxO2m?e?EaZVaHUNSCxS_?L98GjBTuRDQTewxyREBK Scale = 1:19.6 1 2 3 43x4 ST1.5x8 STP 5-2-0 5-2-0 -1-0-0 1-0-0 5-2-0 5-2-0 0-4-32-11-36.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.74 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >912 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 5-2-0 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=177(LC 12) Max Uplift 3=-131(LC 12), 2=-159(LC 12) Max Grav 3=152(LC 17), 2=267(LC 17), 4=96(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 3 and 159 lb uplift at joint 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss EJ6 Truss Type Jack-Open Qty 15 Ply 1 Job Reference (optional) T25724154 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-sG38TR1uWrqHluRtVtEPXP4gJywxfNNkgkyl?pyREBI Scale = 1:22.0 1 2 5 3 43x6 ST1.5x8 STP 6-2-0 6-2-0 -1-0-0 1-0-0 6-2-0 6-2-0 0-4-33-5-33-0-83-5-36.00 12 Plate Offsets (X,Y)-- [2:0-6-4,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.82 0.43 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >516 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=204(LC 12) Max Uplift 3=-163(LC 12), 2=-167(LC 12) Max Grav 3=188(LC 17), 2=304(LC 17), 4=116(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-1-4 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 163 lb uplift at joint 3 and 167 lb uplift at joint 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss EJ7 Truss Type Jack-Open Qty 7 Ply 1 Job Reference (optional) T25724155 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-KTcWgn2WH9y8M2033bme4ddq3MATOqduvOhIXGyREBH Scale = 1:24.8 1 2 5 3 43x8 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-4-33-10-33-5-83-10-36.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.73 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.18 -0.00 0.16 (loc) 2-4 2-4 3 2-4 l/defl >983 >438 n/a >502 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=226(LC 12) Max Uplift 3=-165(LC 12), 2=-175(LC 12) Max Grav 3=201(LC 17), 2=336(LC 17), 4=121(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 3 and 175 lb uplift at joint 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss EJ21 Truss Type Monopitch Girder Qty 1 Ply 1 Job Reference (optional) T25724156 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-Zw8V?2xVAiyGPpPXbvcmlxHeL7bWWCei38ltFjyREBP Scale: 1"=1' 1 2 34 3x4 ST1.5x8 STP 2x4 2x4 NAILED 2-11-0 2-11-0 2-11-0 2-11-0 0-4-31-9-116.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-2] 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 0.10 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 1-3 1-3 1-3 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 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 2-11-0 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=72(LC 8) Max Uplift 1=-138(LC 8), 3=-105(LC 8) Max Grav 1=310(LC 1), 3=179(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 138 lb uplift at joint 1 and 105 lb uplift at joint 3. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (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: 1-2=-54, 1-3=-20 Concentrated Loads (lb) Vert: 4=-300(B) October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss EJ23 Truss Type Monopitch Qty 2 Ply 1 Job Reference (optional) T25724157 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-16htCOy7x?471z_j8c8?I8qpmXyKFfusIoVRnAyREBO Scale = 1:10.6 1 2 3 4 2x4 2x4 2x4 -1-0-0 1-0-0 2-5-0 2-5-0 0-4-31-6-116.00 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 0.12 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=2-5-0, 2=2-5-0 Max Horz 2=101(LC 12) Max Uplift 4=-36(LC 12), 2=-117(LC 12) Max Grav 4=87(LC 17), 2=156(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 4 and 117 lb uplift at joint 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss EJ31 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T25724158 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-RhN0qQ_0EwSiuRiIqlhivnSJilyNS0eI_mj5OUyREBL Scale = 1:11.0 1 2 3 5 4 2x4 NAILED NAILED 3-7-12 3-7-12 -1-2-2 1-2-2 3-7-12 3-7-12 0-4-31-7-104.24 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 0.14 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.02 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 13 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 3-7-12 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=101(LC 8) Max Uplift 3=-68(LC 8), 2=-193(LC 8), 4=-26(LC 4) Max Grav 3=88(LC 13), 2=233(LC 25), 4=72(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 68 lb uplift at joint 3, 193 lb uplift at joint 2 and 26 lb uplift at joint 4. 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=-47(F=-23, B=-23) October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss EJ41 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) T25724159 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-vuxO2m?e?EaZVaHUNSCxS_?L98GjBTuRDQTewxyREBK Scale = 1:19.2 1 2 3 4 3x4 ST1.5x8 STP 2-8-8 2-8-8 5-2-0 2-5-8 -1-0-0 1-0-0 5-0-0 5-0-0 5-2-0 0-2-0 0-4-32-10-30-3-86.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.74 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >912 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 5-2-0 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=177(LC 12) Max Uplift 3=-131(LC 12), 2=-159(LC 12) Max Grav 3=152(LC 17), 2=267(LC 17), 4=96(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 3 and 159 lb uplift at joint 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss EJ42 Truss Type Jack-Open Girder Qty 2 Ply 1 Job Reference (optional) T25724160 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-N4VmF60GlYiQ7kshxAjA?CXgRYYLwwYbR4CCTNyREBJ Scale = 1:15.6 1 2 3 6 4 5 4x4 ST1.5x8 STP 2x4 2x4 Special Special 3-0-0 3-0-0 5-2-0 2-2-0 -1-0-0 1-0-0 3-0-0 3-0-0 5-2-0 2-2-0 0-4-31-10-31-6-111-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.51 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.10 0.05 (loc) 2-6 2-6 4 l/defl >808 >594 n/a L/d 240 240 n/a PLATES MT20 Weight: 20 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 5-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=121(LC 25) Max Uplift 4=-48(LC 4), 2=-187(LC 8), 5=-45(LC 5) Max Grav 4=57(LC 1), 2=292(LC 29), 5=149(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 48 lb uplift at joint 4, 187 lb uplift at joint 2 and 45 lb uplift at joint 5. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 222 lb down and 176 lb up at 3-0-0 on top chord, and 40 lb down at 3-0-0 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, 2-5=-20 Concentrated Loads (lb) Vert: 3=-3(B) 6=-16(B) October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss EJ61 Truss Type JACK-OPEN Qty 8 Ply 1 Job Reference (optional) T25724161 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-KTcWgn2WH9y8M2033bme4ddoCMEkOqduvOhIXGyREBH Scale = 1:19.8 1 2 32x4 6-2-0 6-2-0 6-2-0 6-2-0 0-4-33-5-33-0-83-5-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.94 0.46 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.15 -0.00 0.00 (loc) 1-3 1-3 2 1 l/defl >946 >473 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-12 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=166(LC 12) Max Uplift 1=-62(LC 12), 2=-178(LC 12) Max Grav 1=231(LC 17), 2=201(LC 17), 3=119(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 1 and 178 lb uplift at joint 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss G1 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T25724162 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-ofAvt7292T4?_CbFcIHtcq90xmVt7Fj172Rs3iyREBG Scale = 1:30.8 1 2 3 4 5 6 7 8 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 3x6 2x4 8-0-0 8-0-0 16-0-0 8-0-0 8-0-0 8-0-0 16-0-0 8-0-0 0-4-34-4-30-4-36.00 12 Plate Offsets (X,Y)-- [1:0-6-0,0-0-2], [3:0-2-12,0-1-8] 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 0.75 0.78 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 0.02 0.15 (loc) 1-4 1-4 3 1-4 l/defl >999 >936 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 56 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-11 oc bracing. REACTIONS. (size)1=0-7-10, 3=0-7-10 Max Horz 1=-175(LC 10) Max Uplift 1=-271(LC 12), 3=-271(LC 12) Max Grav 1=568(LC 1), 3=568(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-813/708, 2-3=-813/708 BOT CHORD 1-4=-446/638, 3-4=-446/638 WEBS 2-4=-40/364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 8-0-0, Exterior(2R) 8-0-0 to 14-0-0, Interior(1) 14-0-0 to 15-8-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 271 lb uplift at joint 1 and 271 lb uplift at joint 3. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss G2 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25724163 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:10 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-GrkH5T3npmCscMASA?o692i7j9sLshZAMiAPc8yREBF Scale = 1:30.0 1 2 3 4 5 6 8 7 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 3x4 3x4 2x4 2x4 Special Special Special Special 7-0-0 7-0-0 9-0-0 2-0-0 16-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 9-0-0 2-0-0 16-0-0 7-0-0 17-0-0 1-0-0 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [5:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.77 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.21 0.04 0.16 (loc) 5-7 5-7 5 2-8 l/defl >999 >858 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 63 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. BOT CHORD Rigid ceiling directly applied or 5-5-8 oc bracing. REACTIONS. (size)2=0-7-10, 5=0-7-10 Max Horz 2=174(LC 24) Max Uplift 2=-849(LC 8), 5=-849(LC 8) Max Grav 2=1259(LC 29), 5=1259(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2095/1381, 3-4=-1792/1308, 4-5=-2095/1381 BOT CHORD 2-8=-1068/1831, 7-8=-1080/1852, 5-7=-1068/1826 WEBS 3-8=-330/631, 4-7=-330/631 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 849 lb uplift at joint 2 and 849 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 313 lb down and 324 lb up at 7-0-0, and 313 lb down and 324 lb up at 9-0-0 on top chord, and 464 lb down and 352 lb up at 7-0-0, and 464 lb down and 352 lb up at 8-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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=-133(B) 4=-133(B) 8=-445(B) 7=-445(B) October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss HJ1 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T25724164 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-k1IfIp4Pa4KjDVlekjJLiFFUdZNfbBNKbMwz8ayREBE Scale = 1:8.8 1 2 3 5 4 2x4 NAILED NAILED 2-4-15 2-4-15 -1-5-0 1-5-0 2-4-15 2-4-15 0-4-31-2-60-4-40-10-21-2-64.24 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 0.23 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 240 n/a 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 2-4-15 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=84(LC 8) Max Uplift 3=-21(LC 5), 2=-234(LC 8), 4=-17(LC 13) Max Grav 3=23(LC 13), 2=204(LC 28), 4=38(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 21 lb uplift at joint 3, 234 lb uplift at joint 2 and 17 lb uplift at joint 4. 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=51(F=26, B=26) October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss HJ2 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T25724165 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:12 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-CEs1W951LOTZrfJqIQqaETnfUzh9KecTq0fWg1yREBD Scale = 1:11.6 1 2 3 4 2x4 Special Special 4-0-0 4-0-0 -1-5-0 1-5-0 4-0-0 4-0-0 0-4-31-9-21-4-141-9-24.24 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 0.22 0.17 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: 15 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=0-10-7, 4=Mechanical Max Horz 2=114(LC 8) Max Uplift 3=-63(LC 8), 2=-249(LC 8) Max Grav 3=87(LC 13), 2=257(LC 28), 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 3 and 249 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 lb down and 30 lb up at 0-4-0, and 28 lb down and 30 lb up at 0-4-0 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, 2-4=-20 Concentrated Loads (lb) Vert: 2=43(F=21, B=21) October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss HJ3 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T25724166 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-gQQPjV5f6hbQTpu1r8LpngKo1N1535sd2gP3CTyREBC Scale: 1"=1' 1 2 5 3 6 4 2x4 NAILED NAILED NAILED NAILED 4-2-3 4-2-3 -1-5-0 1-5-0 4-2-3 4-2-3 0-4-31-9-140-4-41-5-101-9-144.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.36 0.19 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: 15 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 4-2-3 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=118(LC 8) Max Uplift 3=-78(LC 8), 2=-231(LC 8) Max Grav 3=68(LC 1), 2=225(LC 1), 4=76(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 78 lb uplift at joint 3 and 231 lb uplift at joint 2. 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=44(F=22, B=22) October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss HJ4 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T25724167 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-8c_oxr6Ht?jH5zTDPrs2JusvBnKMoX4mHK8dlvyREBB Scale = 1:20.3 1 2 3 8 7 6 9 10 4 11 12 5 2x4 2x4 2x4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1-1-10 1-1-4 -1-5-0 1-5-0 1-1-10 1-1-10 2-1-10 1-0-0 5-1-8 2-11-14 0-4-33-4-141-3-04.24 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 0.59 0.31 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.19 -0.09 (loc) 7 7 5 l/defl >413 >294 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 5-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-1, 5=Mechanical Max Horz 2=136(LC 8) Max Uplift 4=-169(LC 5), 2=-237(LC 8) Max Grav 4=236(LC 29), 2=314(LC 1), 5=87(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 169 lb uplift at joint 4 and 237 lb uplift at joint 2. 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, 2-8=-20, 5-7=-20 Concentrated Loads (lb) Vert: 9=19(F=-3, B=22) 10=-73(F=-69, B=-5) 11=-8(F) 12=-32(F=-29, B=-4) October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss HJ7 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) T25724168 8.430 s Jul 16 2021 MiTek Industries, Inc. Fri Oct 22 11:07:02 2021 Page 1 Builders FirstSource, Fort Piece, FL 34945 ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-nwuF?ib9VJe9kHbgCoQLIX8mF0AdO5yUsgDkkpyR2EN Scale = 1:23.0 1 2 3 7 6 5 8 9 10 4 11 12 13 3x4 2x4 3x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED Special Special Special Special Special Special 5-1-9 5-1-9 9-10-1 4-8-7 -1-5-0 1-5-0 5-1-9 5-1-9 9-10-1 4-8-7 0-4-33-9-140-4-43-5-103-9-144.24 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 0.60 0.46 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.01 0.02 (loc) 6-7 6-7 6 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-9-2 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=225(LC 8) Max Uplift 4=-121(LC 8), 2=-287(LC 8), 6=-125(LC 8) Max Grav 4=166(LC 28), 2=507(LC 28), 6=390(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-858/222, 8-9=-819/242, 3-9=-782/232 BOT CHORD 2-11=-359/825, 11-12=-359/825, 7-12=-359/825, 7-13=-359/825, 6-13=-359/825 WEBS 3-7=0/267, 3-6=-891/388 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 4, 287 lb uplift at joint 2 and 125 lb uplift at joint 6. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14 lb down and 32 lb up at 1-5-0, 14 lb down and 32 lb up at 1-4-15, 41 lb down and 19 lb up at 4-2-15, 41 lb down and 19 lb up at 4-2-15, and 91 lb down and 41 lb up at 7-0-14, and 91 lb down and 41 lb up at 7-0-14 on top 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: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=61(F=30, B=30) 9=-78(F=-39, B=-39) 10=-173(F=-86, B=-86) 13=-36(F=-18, B=-18) October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss K1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25724169 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-5?5YLW8YPcz?KHdcXGvWPJyHBa?_GR33ledkpoyREB9 Scale: 3/8"=1' 1 2 3 4 5 6 9 8 7 10 11 5x8 ST1.5x8 STP ST1.5x8 STP 4x6 3x6 3x6 2x4 3x4 3x6 5-10-12 5-10-12 11-9-4 5-10-8 17-8-0 5-10-12 -1-0-0 1-0-0 5-10-12 5-10-12 11-9-4 5-10-8 17-8-0 5-10-12 18-8-0 1-0-0 0-4-33-3-90-4-33-3-96.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [3:0-6-0,0-2-8], [5:0-3-0,0-1-4] 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 0.49 0.37 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.08 0.02 0.06 (loc) 2-9 2-9 5 5-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 75 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 5-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-10-14 oc bracing. REACTIONS. (size)2=0-7-10, 5=0-7-10 Max Horz 2=150(LC 11) Max Uplift 2=-397(LC 12), 5=-397(LC 12) Max Grav 2=701(LC 1), 5=701(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1004/758, 3-4=-830/770, 4-5=-1005/758 BOT CHORD 2-9=-491/835, 7-9=-490/842, 5-7=-503/823 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 5-10-12, Exterior(2E) 5-10-12 to 18-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 397 lb uplift at joint 2 and 397 lb uplift at joint 5. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss K2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25724170 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-ZBfwZs9AAw5syQCo4_QlxWUMg_JE?seCzINHMEyREB8 Scale: 3/8"=1' 1 2 3 4 5 6 9 8 7 5x8 ST1.5x8 STP ST1.5x8 STP 4x6 3x4 3x6 2x4 3x4 3x4 4-11-0 4-11-0 12-9-0 7-10-0 17-8-0 4-11-0 -1-0-0 1-0-0 4-11-0 4-11-0 12-9-0 7-10-0 17-8-0 4-11-0 18-8-0 1-0-0 0-4-32-9-110-4-32-9-116.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [3:0-5-8,0-2-4], [4:0-3-4,0-2-0], [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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.49 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 0.03 0.04 (loc) 7-9 7-9 5 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 76 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-12 oc bracing. REACTIONS. (size)2=0-7-10, 5=0-7-10 Max Horz 2=-129(LC 10) Max Uplift 2=-397(LC 12), 5=-397(LC 12) Max Grav 2=701(LC 1), 5=701(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1084/831, 3-4=-916/824, 4-5=-1084/830 BOT CHORD 2-9=-586/907, 7-9=-582/916, 5-7=-597/908 WEBS 3-9=0/277, 4-7=0/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 397 lb uplift at joint 2 and 397 lb uplift at joint 5. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss K3 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T25724171 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:19 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-Vanh_YAQiXLaBkMACOSD0xaqVo_TTiuVRcsOQ7yREB6 Scale = 1:32.8 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 16 4x4 ST1.5x8 STP ST1.5x8 STP 4x4 5x8 3x4 3x4 7x10 2x4 2x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4-7-0 4-7-0 10-4-4 5-9-4 14-9-0 4-4-12 17-8-0 2-11-0 -1-0-0 1-0-0 4-7-0 4-7-0 6-3-0 1-8-0 10-4-4 4-1-4 14-9-0 4-4-12 17-8-0 2-11-0 18-8-0 1-0-0 0-4-31-9-112-7-110-4-31-9-116.00 12 Plate Offsets (X,Y)-- [2:0-1-12,Edge], [6:0-6-0,0-2-8], [7:0-1-12,Edge], [10:0-5-0,0-4-8] 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 0.36 0.57 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.19 0.03 0.14 (loc) 10-11 10-11 7 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 94 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-14 oc bracing. REACTIONS. (size)2=0-7-10, 7=0-7-10 Max Horz 2=-121(LC 23) Max Uplift 2=-467(LC 8), 7=-526(LC 8) Max Grav 2=789(LC 1), 7=859(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1283/625, 3-4=-1223/641, 4-5=-2287/1253, 5-6=-2287/1253, 6-7=-1443/758 BOT CHORD 2-11=-433/1091, 10-11=-964/1993, 9-10=-579/1260, 7-9=-576/1244 WEBS 3-11=-442/949, 4-11=-1197/698, 4-10=-262/391, 6-10=-582/1086 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 467 lb uplift at joint 2 and 526 lb uplift at joint 7. 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: 1-3=-54, 3-4=-54, 4-6=-54, 6-8=-54, 2-7=-20 Concentrated Loads (lb) Vert: 10=-5(F) 9=-63(F) 14=-152(F) 15=-5(F) 16=-5(F) October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss K4 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T25724172 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:19 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-Vanh_YAQiXLaBkMACOSD0xapgo2sTn7VRcsOQ7yREB6 Scale = 1:20.5 1 2 3 4 5 4x6 ST1.5x8 STP 4x4 4x4 2x4 4-7-0 4-7-0 9-2-0 4-7-0 -1-0-0 1-0-0 4-7-0 4-7-0 9-2-0 4-7-0 0-4-32-7-110-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.29 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 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: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-4-14 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10 Max Horz 2=115(LC 11) Max Uplift 4=-146(LC 12), 2=-260(LC 12) Max Grav 4=320(LC 1), 2=402(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-448/510, 3-4=-442/522 BOT CHORD 2-5=-334/344, 4-5=-334/344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 146 lb uplift at joint 4 and 260 lb uplift at joint 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss K5 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T25724173 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:20 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-zmL3BuB2SrTRpuxNm6zSZ96_UBOMCERffGbxyZyREB5 Scale = 1:21.4 1 2 3 4 5 6 4x4 ST1.5x8 STP ST1.5x8 STP 4x4 4x4 2x4 4-7-0 4-7-0 9-2-0 4-7-0 -1-0-0 1-0-0 4-7-0 4-7-0 9-2-0 4-7-0 10-2-0 1-0-0 0-4-32-7-110-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.21 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.02 (loc) 4-6 4-6 4 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 4=0-7-10 Max Horz 2=-121(LC 10) Max Uplift 2=-247(LC 12), 4=-247(LC 12) Max Grav 2=387(LC 1), 4=387(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-410/443, 3-4=-410/467 BOT CHORD 2-6=-213/329, 4-6=-213/329 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 247 lb uplift at joint 2 and 247 lb uplift at joint 4. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss K6 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) T25724174 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-RzvRPECgD9bIQ2WZJpUh6MfDFbn8xh1ouwLUV?yREB4 Scale = 1:20.6 1 2 3 4 5 6 7 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-2-0 9-2-0 -1-0-0 1-0-0 4-7-0 4-7-0 9-2-0 4-7-0 10-2-0 1-0-0 0-4-32-7-110-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.15 0.05 0.12 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: 39 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 9-2-0. (lb) - Max Horz 2=121(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-136(LC 12), 6=-136(LC 12), 10=-106(LC 12), 8=-106(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. WEBS 3-10=-172/386, 5-8=-173/393 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 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 136 lb uplift at joint 2, 136 lb uplift at joint 6, 106 lb uplift at joint 10 and 106 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 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss L1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T25724175 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-v9TpcaCI_Sj92C4ltX0weaCGZ??Sg?Wx7Z421SyREB3 Scale = 1:26.3 1 2 3 4 56 7 8 9 4x4 ST1.5x8 STP ST1.5x8 STP 3x8 3x8 3x6 HTU26 HTU26 HTU26 HTU26 6-7-0 6-7-0 13-1-0 6-6-0 -1-0-0 1-0-0 6-7-0 6-7-0 13-1-0 6-6-0 0-4-33-7-110-4-116.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [5:0-4-8,0-1-8] 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 0.69 0.56 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.20 0.02 0.15 (loc) 4-5 4-5 4 4-5 l/defl >999 >751 n/a >996 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 2=0-7-10 Max Horz 2=157(LC 24) Max Uplift 4=-1875(LC 8), 2=-1229(LC 8) Max Grav 4=3520(LC 1), 2=2138(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4377/2362, 3-4=-4325/2343 BOT CHORD 2-5=-1991/3811, 4-5=-1991/3811 WEBS 3-5=-1865/3559 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1875 lb uplift at joint 4 and 1229 lb uplift at joint 2. 9) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 6-2-12 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. 10) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 3-8-0 oc max. starting at 8-2-12 from the left end to 11-10-12 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 at 9-10-12 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. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss L1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T25724175 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:22 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-v9TpcaCI_Sj92C4ltX0weaCGZ??Sg?Wx7Z421SyREB3 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, 2-4=-20 Concentrated Loads (lb) Vert: 6=-1756(F) 7=-945(F) 8=-945(F) 9=-1008(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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss L2 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25724176 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-sYaZ1FEZW4ztHVE8?y2Oj?Hfwpf982qEatZ95KyREB1 Scale = 1:24.4 1 2 3 4 5 7 6 8 9 10 11 12 13 4x4 ST1.5x8 STP ST1.5x8 STP 4x4 3x4 3x4 2x4 2x4 NAILED Special NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED 5-2-0 5-2-0 8-0-0 2-10-0 13-1-0 5-1-0 -1-0-0 1-0-0 5-2-0 5-2-0 8-0-0 2-10-0 13-1-0 5-1-0 0-4-32-11-30-4-112-11-36.00 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 0.44 0.67 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.12 0.02 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-5-3 oc bracing. REACTIONS. (size)5=0-3-8, 2=0-7-10 Max Horz 2=128(LC 24) Max Uplift 5=-384(LC 8), 2=-494(LC 8) Max Grav 5=744(LC 30), 2=823(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1168/619, 3-4=-992/602, 4-5=-1154/614 BOT CHORD 2-7=-462/1010, 6-7=-461/1020, 5-6=-462/1007 WEBS 3-7=-3/298, 4-6=0/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 384 lb uplift at joint 5 and 494 lb uplift at joint 2. 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) 150 lb down and 159 lb up at 5-2-0, and 150 lb down and 159 lb up at 8-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-65(B) 4=-65(B) 7=-28(B) 6=-28(B) 8=-3(B) 9=-65(B) 10=-3(B) 11=-105(B) 12=-28(B) 13=-105(B) October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss M1 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T25724177 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-owiKSxFp2hDaXpOX6N4spQM1BcOpcuHX2B2FADyREB? Scale = 1:22.9 1 2 3 4 5 8 7 6 9 10 11 12 13 14 15 16 17 18 19 20 21 3x4 ST1.5x8 STP ST1.5x8 STP 5x8 5x8 3x4 2x4 5x8 2x4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1-9-0 1-9-0 6-6-8 4-9-8 11-4-0 4-9-8 13-1-0 1-9-0 1-9-0 1-9-0 6-6-8 4-9-8 11-4-0 4-9-8 13-1-0 1-9-0 0-4-31-2-110-4-31-2-116.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-0-2], [2:0-6-0,0-2-8], [4:0-6-0,0-2-8] 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 0.27 0.46 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.16 0.02 0.11 (loc) 7 6-7 5 7 l/defl >999 >934 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-7-10, 5=0-7-10 Max Horz 1=-40(LC 6) Max Uplift 1=-480(LC 8), 5=-477(LC 8) Max Grav 1=1070(LC 36), 5=1034(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2031/894, 2-3=-3676/1630, 3-4=-3676/1630, 4-5=-2059/925 BOT CHORD 1-8=-740/1723, 7-8=-765/1805, 6-7=-790/1803, 5-6=-760/1715 WEBS 2-8=-167/524, 2-7=-849/1953, 3-7=-253/223, 4-7=-821/1941, 4-6=-193/569 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 480 lb uplift at joint 1 and 477 lb uplift at joint 5. 10) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 4-5=-54, 1-5=-20 Continued on page 2 October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss M1 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T25724177 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:26 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-owiKSxFp2hDaXpOX6N4spQM1BcOpcuHX2B2FADyREB? LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=36(F) 6=-175(F=26, B=-200) 13=-200(B) 15=-200(B) 17=-200(B) 18=-200(B) 20=-200(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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss P1 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T25724178 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-G6GifHGRp?MR8zzjg4b5LdvCi0ksLQlhGropifyREB_ Scale = 1:18.1 1 2 3 4 5 67 8 4x6 2x4 2x4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3-8-8 3-8-8 7-5-0 3-8-8 -1-2-2 1-2-2 3-8-8 3-8-8 7-5-0 3-8-8 8-7-2 1-2-2 0-4-31-7-140-4-34.24 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 0.28 0.41 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.01 0.02 (loc) 6 2-6 4 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-14 oc bracing. REACTIONS. (size)2=0-4-9, 4=0-4-9 Max Horz 2=64(LC 24) Max Uplift 2=-351(LC 8), 4=-351(LC 8) Max Grav 2=459(LC 29), 4=459(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-695/428, 3-4=-694/428 BOT CHORD 2-6=-339/645, 4-6=-339/645 WEBS 3-6=-124/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) 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 351 lb uplift at joint 2 and 351 lb uplift at joint 4. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (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, 3-5=-54, 2-4=-20 Concentrated Loads (lb) Vert: 3=-45(F=-23, B=-23) 6=-88(F=-44, B=-44) 7=-47(F=-23, B=-23) 8=-47(F=-23, B=-23) October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss V1 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T25724179 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-kJq4tdH3aIUIm7YvEn7KurSOfQ8R4seqVVXMD5yREAz Scale = 1:24.7 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-8 0-0-8 13-9-0 13-8-8 6-10-8 6-10-8 13-9-0 6-10-8 0-0-43-5-40-0-46.00 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 0.21 0.13 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 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 13-8-0. (lb) - Max Horz 1=-136(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-186(LC 12), 8=-186(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=331(LC 18), 8=332(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-245/359, 2-8=-245/419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=186, 8=186. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss V2 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T25724180 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-ghyrIJJK6wk0?QiILC9ozGXiwDlAYmS7zp0TI_yREAx Scale = 1:18.7 1 2 3 4 3x4 4x6 3x4 2x4 0-0-8 0-0-8 9-9-0 9-8-8 4-10-8 4-10-8 9-9-0 4-10-8 0-0-42-5-40-0-46.00 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 0.35 0.50 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-8-0, 3=9-8-0, 4=9-8-0 Max Horz 1=-92(LC 10) Max Uplift 1=-79(LC 12), 3=-79(LC 12), 4=-141(LC 12) Max Grav 1=144(LC 17), 3=158(LC 18), 4=348(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-212/351 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 4=141. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss V3 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T25724181 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-9uVDVfJytDstdaGUvwg1WT4v4dBtHDEGBTm0qQyREAw Scale = 1:12.6 1 2 3 4 2x4 4x6 2x4 2x4 0-0-8 0-0-8 5-9-0 5-8-8 2-10-8 2-10-8 5-9-0 2-10-8 0-0-41-5-40-0-46.00 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 0.19 0.09 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-8-0, 3=5-8-0, 4=5-8-0 Max Horz 1=49(LC 11) Max Uplift 1=-53(LC 12), 3=-53(LC 12), 4=-51(LC 12) Max Grav 1=84(LC 17), 3=91(LC 18), 4=165(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss V4 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T25724182 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-9uVDVfJytDstdaGUvwg1WT4yHdCkHEJGBTm0qQyREAw Scale = 1:7.8 1 2 3 2x4 2-0-0 2-0-0 0-0-41-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-11-8, 2=1-11-8, 3=1-11-8 Max Horz 1=37(LC 12) Max Uplift 1=-15(LC 12), 2=-40(LC 12) Max Grav 1=53(LC 17), 2=46(LC 17), 3=27(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss V5 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25724183 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-d43bi?KaeX_kFkrgTdBG2hc2b1VH0hZQQ7VaMtyREAv Scale = 1:12.8 1 2 3 2x4 2x4 2x4 4-0-0 4-0-0 0-0-42-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-8, 3=3-11-8 Max Horz 1=87(LC 12) Max Uplift 1=-35(LC 12), 3=-79(LC 12) Max Grav 1=126(LC 17), 3=141(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss V6 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25724184 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:33 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-5GdzwKLCPr6bsuQt0LiVbu94?Rkel8pZfnF7vJyREAu Scale = 1:19.4 1 2 3 2x4 2x4 2x4 6-0-0 6-0-0 0-0-43-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.93 0.58 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: 21 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=5-11-8, 3=5-11-8 Max Horz 1=140(LC 12) Max Uplift 1=-57(LC 12), 3=-127(LC 12) Max Grav 1=203(LC 17), 3=228(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-194/371 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=127. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss V7 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T25724185 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-ZTBL7gMq98ESU2?3a2Dk76hOtr66UZljtR_gRlyREAt Scale: 3/8"=1' 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x6 3x4 5x6 2x4 2x4 2x4 2x4 17-9-0 17-9-0 8-10-8 8-10-8 17-9-0 8-10-8 0-0-44-5-40-0-46.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0], [7:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.50 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-9-0. (lb) - Max Horz 1=179(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-276(LC 12), 8=-276(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=492(LC 18), 8=493(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-351/498, 2-8=-351/498 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 8-10-8, Exterior(2R) 8-10-8 to 14-10-8, Interior(1) 14-10-8 to 17-1-7 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except (jt=lb) 6=276, 8=276. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss V8 Truss Type VALLEY Qty 1 Ply 1 Job Reference (optional) T25724186 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-1flkL0MSwSMJ6CaF8llzgJEa_EWjD0Ks65kEzByREAs Scale = 1:36.0 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 4x4 4x4 3x6 4x12 5x6 2x4 2x4 2x4 2x4 2x4 2x4 4x12 5x6 7-3-0 7-3-0 10-3-0 3-0-0 17-6-0 7-3-0 -1-1-0 1-1-0 7-3-0 7-3-0 10-3-0 3-0-0 17-6-0 7-3-0 18-7-0 1-1-0 1-0-124-8-41-0-124-8-46.00 12 Plate Offsets (X,Y)-- [2:0-8-13,Edge], [9:0-8-13,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 0.26 0.22 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 10 10 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E 1-9-8, Right 2x8 SP 2400F 2.0E 1-9-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-6-0. (lb) - Max Horz 2=-181(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 9, 14, 12, 2 except 15=-222(LC 12), 11=-222(LC 12) Max Grav All reactions 250 lb or less at joint(s) 9, 2 except 15=465(LC 17), 11=451(LC 18), 14=369(LC 17), 12=348(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-15=-317/427, 7-11=-304/423 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-1-0 to 4-11-0, Interior(1) 4-11-0 to 7-3-0, Exterior(2E) 7-3-0 to 18-7-0 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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 14, 12, 2 except (jt=lb) 15=222, 11=222. October 22,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2958308-PSLP Truss V11 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T25724187 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Oct 21 09:31:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-CVOS4zIhLcc9OG75nVeZQ2_baqW8pKqzk9HwmYyREAy Scale = 1:8.5 1 2 3 2x4 2x4 2x4 2-3-8 2-3-8 0-0-41-1-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-3-0, 3=2-3-0 Max Horz 1=41(LC 12) Max Uplift 1=-16(LC 12), 3=-37(LC 12) Max Grav 1=59(LC 17), 3=66(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. October 22,2021 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