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HomeMy WebLinkAboutAPPROVED T23610850.2728293-PSLP-57026904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2728293-PSLP-5702 - Design Code: FBC2020/TPI2014 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 46 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: . Model: . Subdivision: . Address: 5702 HICKORY DRIVE, . State: FLCity: FORT PIERCE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: April 20,2021 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 T23610850 A1 Date 4/20/212T23610851A24/20/213T23610852A34/20/214T23610853A44/20/215T23610854A54/20/216T23610855A64/20/217T23610856A74/20/218T23610857A84/20/219T23610858A94/20/2110T23610859A104/20/2111T23610860B14/20/2112T23610861B24/20/2113T23610862B34/20/2114T23610863B44/20/2115T23610864C14/20/2116T23610865C24/20/2117T23610866C44/20/2118T23610867C54/20/2119T23610868C64/20/2120T23610869C74/20/2121T23610870C84/20/2122T23610871C94/20/21 No.Seal#Truss Name 23 T23610872 C10 Date 4/20/2124T23610873C114/20/2125T23610874C124/20/2126T23610875C134/20/2127T23610876C144/20/2128T23610877C154/20/2129T23610878C164/20/2130T23610879CJ14/20/2131T23610880CJ34/20/2132T23610881CJ54/20/2133T23610882CJ314/20/2134T23610883CJ514/20/2135T23610884D14/20/2136T23610885D24/20/2137T23610886EJ74/20/2138T23610887EJ714/20/2139T23610888HJ74/20/2140T23610889HJ714/20/2141T23610890MV14/20/2142T23610891MV24/20/2143T23610892MV34/20/2144T23610893MV44/20/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2728293-PSLP-5702 - 2 of 2 Site Information: Lot/Block: . Customer Info: PSL PROPERTIES Project Name: . Model: . Subdivision: . Address: 5702 HICKORY DRIVE, . State: FLCity: FORT PIERCE No.Seal#Truss Name 45 T23610894 V1 Date 4/20/2146T23610895V24/20/21 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss A1 Truss Type Common Qty 5 Ply 1 Job Reference (optional) T23610850 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:04:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-Vwju8FOp46ifDLwEszd8nlO6v4VsIJ7fI541bgzQ8rG Scale = 1:79.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 3x6 3x8 3x6 3x4 3x6 3x4 3x4 3x8 3x4 3x4 3x4 2x4 3x6 3x6 8-3-13 8-3-13 12-11-5 4-7-8 20-11-0 7-11-11 28-10-11 7-11-11 36-2-3 7-3-8 41-10-0 5-7-13 -1-0-0 1-0-0 8-3-13 8-3-13 12-11-5 4-7-8 20-11-0 7-11-11 28-10-11 7-11-11 36-2-3 7-3-8 41-10-0 5-7-13 42-10-0 1-0-0 0-4-310-9-110-4-36.00 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 0.90 0.68 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.27 0.02 0.12 (loc) 2-18 2-18 12 2-18 l/defl >693 >356 n/a >776 L/d 360 240 n/a 240 PLATES MT20 Weight: 228 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-15 REACTIONS.All bearings 0-7-10 except (jt=length) 10=0-8-0. (lb) - Max Horz 2=-476(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-206(LC 12), 18=-669(LC 12), 12=-598(LC 12), 10=-173(LC 12) Max Grav All reactions 250 lb or less at joint(s) 10 except 2=292(LC 21), 18=1870(LC 17), 12=1623(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-173/433, 3-5=-793/534, 5-6=-989/699, 6-7=-934/701, 7-9=-1212/670 BOT CHORD 2-18=-315/206, 17-18=-315/206, 15-17=-146/810, 13-15=-307/946 WEBS 3-18=-1583/814, 3-17=-440/1080, 5-17=-505/375, 5-15=-52/258, 6-15=-154/439, 7-15=-446/331, 7-13=-200/251, 9-13=-461/1127, 9-12=-1376/766 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 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 42-10-0 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 206 lb uplift at joint 2, 669 lb uplift at joint 18, 598 lb uplift at joint 12 and 173 lb uplift at joint 10. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss A2 Truss Type Common Qty 4 Ply 1 Job Reference (optional) T23610851 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:04:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-stWnBySyveKyJ6oBfWDJUo5_u5C6zUAOSNnoGtzQ8rB Scale = 1:78.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 3x6 3x6 3x4 3x6 3x4 3x6 3x4 3x4 3x8 3x4 3x4 3x4 3x6 3x6 3x8 8-3-13 8-3-13 12-11-5 4-7-8 28-10-11 15-11-6 36-2-3 7-3-8 36-6-0 0-3-13 41-0-0 4-6-0 -1-0-0 1-0-0 8-3-13 8-3-13 12-11-5 4-7-8 20-11-0 7-11-11 28-10-11 7-11-11 36-2-3 7-3-8 41-0-0 4-9-13 0-4-310-9-110-9-36.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [11:0-4-0,0-0-6] 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-SH 0.88 0.67 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.27 0.01 0.12 (loc) 2-18 2-18 12 2-18 l/defl >693 >356 n/a >776 L/d 360 240 n/a 240 PLATES MT20 Weight: 228 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 -t 2-8-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-15 REACTIONS. (size)18=0-7-10, 12=0-7-10, 2=0-7-10 Max Horz 2=469(LC 11) Max Uplift 18=-674(LC 12), 12=-660(LC 12), 2=-196(LC 12) Max Grav 18=1859(LC 17), 12=1593(LC 18), 2=292(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-169/428, 3-5=-786/486, 5-6=-980/630, 6-7=-924/615, 7-9=-1190/522, 9-11=-646/312 BOT CHORD 2-18=-314/198, 17-18=-314/198, 15-17=-132/796, 13-15=-210/927, 12-13=-217/614, 11-12=-217/614 WEBS 3-18=-1572/771, 3-17=-396/1069, 5-17=-498/348, 5-15=-54/255, 7-15=-433/253, 6-15=-136/431, 7-13=-237/385, 9-13=-760/1189, 9-12=-1422/1190 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 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 41-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 674 lb uplift at joint 18, 660 lb uplift at joint 12 and 196 lb uplift at joint 2. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss A3 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T23610852 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:04:51 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-K34APISagySpxGNODEkY00e8XVTbi0xYg1XMoKzQ8rA Scale = 1:70.1 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 3x6 ST1.5x8 STP 5x6 4x6 3x6 4x6 3x4 2x4 3x4 3x8 3x4 3x4 2x4 5x12 5x6 5x6 5x6 WB 10-8-12 10-8-12 20-11-0 10-2-4 31-1-4 10-2-4 40-6-0 9-4-12 -1-0-0 1-0-0 7-4-0 7-4-0 14-1-8 6-9-8 20-11-0 6-9-8 27-8-8 6-9-8 34-6-0 6-9-8 40-6-0 6-0-0 0-4-310-9-111-0-36.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-2], [8:0-3-0,Edge], [11:0-8-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.97 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.66 0.13 0.23 (loc) 12-14 12-14 11 12-14 l/defl >999 >731 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 222 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 8-11: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Right 2x8 SP 2400F 2.0E -t 3-5-7 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 5-11-0 oc bracing: 11-12. WEBS 1 Row at midpt 5-14, 6-14, 7-14 REACTIONS. (size)2=0-7-10, 11=Mechanical Max Horz 2=469(LC 11) Max Uplift 2=-806(LC 12), 11=-706(LC 12) Max Grav 2=1898(LC 17), 11=1811(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3258/1580, 3-5=-3015/1496, 5-6=-1997/1206, 6-7=-2011/1217, 7-9=-2737/1417, 9-11=-2919/1471 BOT CHORD 2-16=-1283/3156, 14-16=-964/2530, 12-14=-894/2154, 11-12=-1111/2413 WEBS 3-16=-404/386, 5-16=-202/804, 5-14=-969/613, 6-14=-697/1428, 7-14=-845/563, 7-12=-101/524, 9-12=-156/271 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 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 40-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 806 lb uplift at joint 2 and 706 lb uplift at joint 11. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss A4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23610853 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:04:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-oGeYceTCRGagZQyamxFnZDBMovpuRTqhvhHvKmzQ8r9 Scale = 1:72.7 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 3x6 ST1.5x8 STP 5x6 5x8 3x6 3x8 MT20HS 5x12 5x6 3x4 2x4 3x4 3x8 3x4 3x4 3x4 2x4 5x6 WB3x6 9-9-4 9-9-4 19-0-0 9-2-12 22-10-0 3-10-0 32-0-12 9-2-12 40-6-0 8-5-4 -1-0-0 1-0-0 6-8-5 6-8-5 12-10-3 6-1-13 19-0-0 6-1-13 22-10-0 3-10-0 28-11-13 6-1-13 35-1-11 6-1-13 40-6-0 5-4-5 0-4-39-10-31-0-39-10-36.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-0], [7:0-6-0,0-2-8], [12:0-8-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.97 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.64 0.13 0.21 (loc) 13-15 13-15 12 13-15 l/defl >999 >753 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 241 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 9-12: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 *Except* 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Right 2x8 SP 2400F 2.0E -t 3-1-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-16, 8-15 REACTIONS. (size)12=Mechanical, 2=0-7-10 Max Horz 2=428(LC 11) Max Uplift 12=-706(LC 12), 2=-806(LC 12) Max Grav 12=1802(LC 18), 2=1890(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3287/1586, 3-5=-3074/1519, 5-6=-2101/1250, 6-7=-1853/1204, 7-8=-2077/1244, 8-10=-2756/1405, 10-12=-2900/1445 BOT CHORD 2-18=-1307/3152, 16-18=-1018/2597, 15-16=-608/1902, 13-15=-954/2166, 12-13=-1093/2384 WEBS 3-18=-346/342, 5-18=-170/735, 5-16=-888/560, 6-16=-312/730, 7-16=-241/277, 7-15=-302/786, 8-15=-754/504, 8-13=-60/431 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 19-0-0, Exterior(2E) 19-0-0 to 22-10-0, Exterior(2R) 22-10-0 to 31-3-13, Interior(1) 31-3-13 to 40-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 706 lb uplift at joint 12 and 806 lb uplift at joint 2. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss A5 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23610854 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:04:53 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-GSCwq_UqBZiWAaXmKfm06RjTUJA2Aq_q8L0StCzQ8r8 Scale = 1:72.7 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 3x6 ST1.5x8 STP 5x6 5x8 3x6 3x6 5x12 5x6 5x6 3x4 2x4 3x4 3x8 3x4 3x4 2x4 4x6 3x6 8-9-4 8-9-4 17-0-0 8-2-12 24-10-0 7-10-0 32-6-4 7-8-4 40-6-0 7-11-12 -1-0-0 1-0-0 6-0-5 6-0-5 11-6-3 5-5-13 17-0-0 5-5-13 24-10-0 7-10-0 32-6-4 7-8-4 40-6-0 7-11-12 0-4-38-10-31-0-38-10-36.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-0], [7:0-5-8,0-2-4], [11:0-8-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.91 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.43 0.14 0.19 (loc) 15-17 15-17 11 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 229 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 1-4: 2x4 SP No.2, 8-11: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 *Except* 13-16: 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x8 SP 2400F 2.0E -t 4-6-11 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. WEBS 1 Row at midpt 7-15, 9-14 REACTIONS. (size)11=Mechanical, 2=0-7-10 Max Horz 2=384(LC 11) Max Uplift 11=-706(LC 12), 2=-806(LC 12) Max Grav 11=1792(LC 18), 2=1893(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3325/1654, 3-5=-3140/1596, 5-6=-2315/1361, 6-7=-2056/1301, 7-9=-2276/1308, 9-11=-2914/1465 BOT CHORD 2-17=-1374/3154, 15-17=-1119/2690, 14-15=-757/2017, 12-14=-1121/2413, 11-12=-1121/2413 WEBS 3-17=-290/302, 5-17=-150/618, 5-15=-755/486, 6-15=-242/711, 7-15=-231/273, 7-14=-148/661, 9-14=-663/427, 9-12=0/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2E) 17-0-0 to 24-10-0, Exterior(2R) 24-10-0 to 33-3-13, Interior(1) 33-3-13 to 40-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 706 lb uplift at joint 11 and 806 lb uplift at joint 2. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss A6 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23610855 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:04:54 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-kelI1KVSytqNok6yuMIFeeGf4jVDvPv_N?m0PfzQ8r7 Scale = 1:72.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 23 5x8 ST1.5x8 STP 5x8 5x8 5x12 5x6 5x6 4x6 5x6 2x4 2x4 3x8 5x6 3x4 2x4 7-9-4 7-9-4 15-0-0 7-2-12 20-11-0 5-11-0 26-10-0 5-11-0 34-0-12 7-2-12 40-6-0 6-5-4 -1-0-0 1-0-0 7-9-4 7-9-4 15-0-0 7-2-12 20-11-0 5-11-0 26-10-0 5-11-0 34-0-12 7-2-12 40-6-0 6-5-4 0-4-37-10-31-0-37-10-36.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [4:0-6-0,0-2-8], [6:0-6-0,0-2-8], [9:0-8-4,Edge], [11:0-3-0,0-3-0], [13:0-3-0,0-3-0] 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 0.93 0.98 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.39 0.15 0.23 (loc) 12-13 10-11 9 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 233 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-9: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x8 SP 2400F 2.0E -t 3-8-5 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-13, 7-11 REACTIONS. (size)9=Mechanical, 2=0-7-10 Max Horz 2=341(LC 11) Max Uplift 9=-706(LC 12), 2=-806(LC 12) Max Grav 9=1786(LC 18), 2=1875(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3294/1638, 3-4=-2510/1395, 4-5=-2285/1433, 5-6=-2285/1433, 6-7=-2415/1349, 7-9=-2930/1474 BOT CHORD 2-14=-1343/3070, 13-14=-1344/3064, 12-13=-883/2318, 11-12=-837/2093, 10-11=-1144/2424, 9-10=-1144/2424 WEBS 3-14=0/324, 3-13=-864/529, 4-13=-184/673, 4-12=-187/392, 5-12=-346/345, 6-12=-226/484, 6-11=-104/515, 7-11=-489/350, 7-10=0/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 23-5-13, Interior(1) 23-5-13 to 26-10-0, Exterior(2R) 26-10-0 to 35-3-13, Interior(1) 35-3-13 to 40-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 706 lb uplift at joint 9 and 806 lb uplift at joint 2. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss A7 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23610856 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:04:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-CrJgEgV5jByEQth9S3pUBspqk6sdeoY7bfVZx5zQ8r6 Scale = 1:71.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 5x8 ST1.5x8 STP 5x8 5x12 5x6 3x6 4x6 3x4 2x4 3x4 2x4 3x8 3x4 3x4 2x4 4x6 6-9-4 6-9-4 13-0-0 6-2-12 20-11-0 7-11-0 28-10-0 7-11-0 35-0-12 6-2-12 40-6-0 5-5-4 -1-0-0 1-0-0 6-9-4 6-9-4 13-0-0 6-2-12 20-11-0 7-11-0 28-10-0 7-11-0 35-0-12 6-2-12 40-6-0 5-5-4 0-4-36-10-31-0-36-10-36.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [6:0-6-0,0-2-8], [9:0-8-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.90 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.49 0.15 0.25 (loc) 13-15 13-15 9 13-15 l/defl >999 >989 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 223 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-9: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x8 SP 2400F 2.0E -t 3-1-10 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-10-13 oc bracing. REACTIONS. (size)9=Mechanical, 2=0-7-10 Max Horz 2=298(LC 11) Max Uplift 9=-706(LC 12), 2=-806(LC 12) Max Grav 9=1785(LC 18), 2=1873(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3331/1651, 3-4=-2698/1441, 4-5=-2668/1584, 5-6=-2668/1584, 6-7=-2549/1389, 7-9=-2898/1456 BOT CHORD 2-16=-1365/3077, 15-16=-1365/3077, 13-15=-969/2482, 11-13=-917/2199, 10-11=-1125/2386, 9-10=-1125/2386 WEBS 3-16=0/263, 3-15=-690/453, 4-15=-144/616, 4-13=-288/607, 5-13=-483/473, 6-13=-339/727, 6-11=-56/436, 7-11=-266/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 28-10-0, Exterior(2R) 28-10-0 to 37-3-13, Interior(1) 37-3-13 to 40-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 706 lb uplift at joint 9 and 806 lb uplift at joint 2. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss A8 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23610857 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:04:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-9DRRfMXLFoDyfBrXZUryGHuFMwbg6emQ3z_g0zzQ8r4 Scale = 1:72.6 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 23 24 25 26 27 28 5x8 ST1.5x8 STP 3x6 4x6 3x6 4x6 3x6 3x4 2x4 5x12 2x4 2x4 2x4 3x4 2x4 3x4 3x4 3x4 6x8 3x4 3x6 4x6 5-9-4 5-9-4 11-0-0 5-2-12 17-5-7 6-5-7 23-9-1 6-3-11 30-1-10 6-4-9 35-2-1 5-0-7 38-0-10 2-10-9 40-6-0 2-5-6 -1-0-0 1-0-0 5-9-4 5-9-4 11-0-0 5-2-12 17-5-7 6-5-7 23-9-1 6-3-11 30-1-10 6-4-9 35-2-1 5-0-7 38-0-10 2-10-9 40-6-0 2-5-6 0-4-35-10-31-0-06.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [16:0-4-12,0-2-0], [18:0-1-8,0-2-8] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.67 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.43 0.16 0.31 (loc) 18-19 18-19 11 18-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 249 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-17,12-14: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-0 oc bracing. WEBS 1 Row at midpt 10-11, 5-18, 16-18 REACTIONS. (size)11=Mechanical, 2=0-7-10 Max Horz 2=336(LC 12) Max Uplift 11=-724(LC 12), 2=-783(LC 12) Max Grav 11=1480(LC 1), 2=1554(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2817/1511, 3-4=-2422/1385, 4-5=-2655/1583, 5-6=-2628/1496, 6-8=-2503/1402, 8-9=-2517/1407, 9-10=-1505/823, 11-13=-1451/814, 10-13=-1430/821 BOT CHORD 2-22=-1600/2431, 21-22=-1600/2431, 19-21=-1300/2113, 18-19=-1583/2655, 8-16=-303/266, 15-16=-823/1505 WEBS 3-21=-466/374, 4-21=-121/365, 4-19=-374/714, 5-19=-339/307, 16-18=-1439/2496, 9-16=-777/1348, 9-15=-1183/773, 10-15=-1081/1977 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 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 40-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 724 lb uplift at joint 11 and 783 lb uplift at joint 2. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss A9 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23610858 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:04:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-dQ?pthYz06LpHLPk7CMBpURO?KuZr5paHdkDYQzQ8r3 Scale = 1:72.6 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 5x8 ST1.5x8 STP 3x6 4x6 3x6 4x6 5x6 3x4 2x4 5x12 2x4 2x4 2x4 3x4 2x4 3x4 6x8 3x4 3x6 4x6 9-0-0 9-0-0 16-1-7 7-1-7 23-1-1 6-11-11 30-1-10 7-0-9 35-2-1 5-0-7 38-0-10 2-10-9 40-6-0 2-5-6 -1-0-0 1-0-0 4-9-4 4-9-4 9-0-0 4-2-12 16-1-7 7-1-7 23-1-1 6-11-11 30-1-10 7-0-9 35-2-1 5-0-7 38-0-10 2-10-9 40-6-0 2-5-6 0-4-34-10-31-0-06.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [16:0-4-4,0-2-0], [18:0-2-0,0-3-0], [19:0-3-0,0-3-0] 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 0.74 0.89 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.57 0.18 0.41 (loc) 18-19 18-19 11 18-19 l/defl >999 >840 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 234 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 8-17,12-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 16-18: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-11 oc bracing. WEBS 1 Row at midpt 16-18 REACTIONS. (size)11=Mechanical, 2=0-7-10 Max Horz 2=282(LC 12) Max Uplift 11=-717(LC 12), 2=-790(LC 12) Max Grav 11=1480(LC 1), 2=1554(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2759/1572, 3-4=-2566/1452, 4-5=-3169/1857, 5-6=-3252/1811, 6-8=-3197/1761, 8-9=-3224/1769, 9-10=-1925/1035, 11-13=-1450/802, 10-13=-1428/808 BOT CHORD 2-20=-1572/2391, 19-20=-1356/2256, 18-19=-1857/3169, 8-16=-323/284, 15-16=-1035/1925 WEBS 3-20=-247/300, 4-20=-59/359, 4-19=-596/1084, 5-19=-454/384, 6-18=-352/314, 16-18=-1728/3054, 9-16=-890/1576, 9-15=-1178/757, 10-15=-1235/2297 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 40-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 717 lb uplift at joint 11 and 790 lb uplift at joint 2. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss A10 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T23610859 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:04:49 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-OhyP_cRK8LC5iyD?5pi4xbZnqipPE1AFDj2FkRzQ8rC Scale = 1:73.8 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 5x8 ST1.5x8 STP 4x6 5x8 3x6 3x6 4x10 MT20HS 3x4 2x4 7x10 2x4 2x4 2x4 2x4 3x4 6x8 3x4 3x6 3x4 3x4 3x8 5x8 4x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 12-10-9 5-10-9 18-7-6 5-8-13 24-4-4 5-8-13 30-1-10 5-9-7 35-2-1 5-0-7 38-0-10 2-10-9 40-6-0 2-5-6 -1-0-0 1-0-0 7-0-0 7-0-0 12-10-9 5-10-9 18-7-6 5-8-13 24-4-4 5-8-13 30-1-10 5-9-7 35-2-1 5-0-7 38-0-10 2-10-9 40-6-0 2-5-6 0-4-33-10-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [6:0-3-0,Edge], [9:0-3-0,Edge], [10:0-3-8,0-1-8], [16:0-3-8,0-2-8], [17:0-4-0,Edge], [19:0-1-12,0-2-4] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.96 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.49 -0.92 0.25 0.74 (loc) 19-20 19-20 12 19-20 l/defl >981 >524 n/a >652 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 443 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-21,18-21: 2x4 SP No.1, 8-18,13-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 17-19,10-17,11-16: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-15 oc bracing. REACTIONS. (size)12=Mechanical, 2=0-7-10 Max Horz 2=229(LC 8) Max Uplift 12=-1791(LC 8), 2=-1838(LC 8) Max Grav 12=3291(LC 25), 2=3367(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6573/3487, 3-4=-8499/4583, 4-5=-9574/5133, 5-7=-9177/4913, 7-8=-9881/5370, 8-10=-10056/5450, 10-11=-6010/3274, 12-14=-3243/1796, 11-14=-3155/1806 BOT CHORD 2-23=-3160/5777, 22-23=-3172/5812, 20-22=-4583/8499, 19-20=-5133/9574, 18-19=-342/718, 8-17=-551/513, 16-17=-3274/6010 WEBS 3-23=-286/843, 7-19=-1000/828, 17-19=-4643/8591, 7-17=-555/784, 5-19=-467/258, 3-22=-1648/3213, 5-20=-397/452, 4-22=-1370/980, 4-20=-647/1294, 10-17=-2425/4510, 10-16=-2566/1586, 11-16=-3575/6565 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=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 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1791 lb uplift at joint 12 and 1838 lb uplift at joint 2. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. Continued on page 2 "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. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss A10 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T23610859 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:04:49 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-OhyP_cRK8LC5iyD?5pi4xbZnqipPE1AFDj2FkRzQ8rC NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 621 lb down and 390 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-11=-54, 2-18=-20, 15-17=-20, 12-13=-20 Concentrated Loads (lb) Vert: 3=-107(B) 6=-107(B) 23=-576(B) 22=-57(B) 4=-107(B) 10=-95(B) 16=-71(B) 24=-107(B) 26=-107(B) 28=-107(B) 29=-107(B) 30=-107(B) 31=-107(B) 32=-107(B) 33=-107(B) 34=-107(B) 35=-95(B) 36=-95(B) 37=-95(B) 38=-107(B) 39=-57(B) 40=-57(B) 41=-57(B) 42=-57(B) 43=-57(B) 44=-57(B) 45=-57(B) 46=-57(B) 47=-57(B) 48=-57(B) 49=-71(B) 50=-71(B) 51=-71(B) 52=-57(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss B1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T23610860 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:04:59 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-5cZB41ZbnPTguV_whvtQLizYtkIbaYMjWHTn4szQ8r2 Scale = 1:42.1 1 2 3 4 5 6 7 8 13 12 11 10 9141516 17 18 4x6 ST1.5x8 STP ST1.5x8 STP 6x12 MT20HS5x8 10x16 MT20HS 4x4 7x10 3x6 3x6 4x6 7x10 3x4 2x4 HGUS26-2 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 3-10-0 3-10-0 7-1-8 3-3-8 11-1-0 3-11-8 15-0-8 3-11-8 18-4-0 3-3-8 22-1-0 3-9-0 -1-0-0 1-0-0 3-10-0 3-10-0 7-1-8 3-3-8 11-1-0 3-11-8 15-0-8 3-11-8 18-4-0 3-3-8 22-1-0 3-9-0 0-4-35-10-110-4-116.00 12 Plate Offsets (X,Y)-- [2:0-1-11,Edge], [6:0-0-12,0-1-12], [8:0-3-5,Edge], [9:0-4-4,0-1-8], [10:0-3-8,0-4-8], [12:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.58 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.38 0.09 0.29 (loc) 11-12 11-12 8 11-12 l/defl >999 >687 n/a >902 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 275 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-8: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-3-12 oc bracing. REACTIONS. (size)8=0-6-10, 2=0-7-10 Max Horz 2=254(LC 24) Max Uplift 8=-4396(LC 8), 2=-3298(LC 8) Max Grav 8=9003(LC 2), 2=6228(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12359/6395, 3-4=-12774/6693, 4-5=-9711/5044, 5-6=-9711/5045, 6-7=-12919/6555, 7-8=-15304/7611 BOT CHORD 2-13=-5583/10861, 12-13=-5583/10861, 11-12=-5841/11402, 10-11=-5718/11534, 9-10=-6648/13458, 8-9=-6648/13458 WEBS 5-11=-4310/8394, 6-11=-4221/1941, 6-10=-1799/4224, 7-10=-2367/1070, 7-9=-1063/2561, 4-11=-3675/2104, 4-12=-1972/3627, 3-12=-596/723, 3-13=-375/267 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4396 lb uplift at joint 8 and 3298 lb uplift at joint 2. 10) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 8-10d Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. Continued on page 2 April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss B1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T23610860 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:04:59 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-5cZB41ZbnPTguV_whvtQLizYtkIbaYMjWHTn4szQ8r2 NOTES- 11) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 4-0-0 oc max. starting at 9-0-12 from the left end to 21-0-12 to connect truss(es) to front face of bottom chord. 12) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 15-0-12 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. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-8=-54, 2-8=-20 Concentrated Loads (lb) Vert: 11=-1460(F) 10=-1466(F) 12=-3140(F) 14=-1460(F) 15=-1466(F) 16=-1466(F) 17=-1466(F) 18=-1468(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss B2 Truss Type COMMON Qty 2 Ply 1 Job Reference (optional) T23610861 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-Zo7ZINZDYjbXWfZ6EdOfuvWfb7b?JAlslxDKdIzQ8r1 Scale = 1:39.0 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 4x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 7-5-4 7-5-4 14-8-12 7-3-8 22-1-0 7-4-4 22-2-0 0-1-0 -1-0-0 1-0-0 7-5-4 7-5-4 8-6-3 1-0-15 9-2-0 0-7-13 11-1-0 1-11-0 13-0-0 1-11-0 13-7-13 0-7-13 14-8-12 1-0-15 22-1-0 7-4-4 0-4-35-10-110-4-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-9], [8:0-3-0,0-2-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.83 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.39 0.03 -0.23 (loc) 9-11 9-11 8 2-11 l/defl >999 >663 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 108 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 *Except* 5-12: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 8-10-3 oc bracing. JOINTS 1 Brace at Jt(s): 12 REACTIONS. (size)8=0-6-10, 2=0-7-10 Max Horz 2=254(LC 11) Max Uplift 8=-333(LC 12), 2=-437(LC 12) Max Grav 8=1070(LC 19), 2=1146(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1856/760, 3-4=-1454/787, 4-5=-200/430, 5-6=-190/435, 6-7=-1448/802, 7-8=-1847/774 BOT CHORD 2-11=-530/1579, 9-11=-530/1579, 8-9=-530/1579 WEBS 4-12=-1992/1112, 6-12=-1992/1112, 7-9=0/570, 3-11=0/578 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(2R) 11-1-0 to 17-1-0, Interior(1) 17-1-0 to 21-10-11 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, 4-12, 6-12 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 333 lb uplift at joint 8 and 437 lb uplift at joint 2. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss B3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23610862 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-1?gyVjarJ1jO8o8JoKwuQ63zAXxy2el0_byu9lzQ8r0 Scale = 1:40.0 1 2 3 4 5 6 7 8 11 10 9 12 13 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 3x6 3x6 3x4 2x4 3x4 2x4 3x6 9-0-0 9-0-0 13-2-0 4-2-0 22-2-0 9-0-0 -1-0-0 1-0-0 4-9-4 4-9-4 9-0-0 4-2-12 13-2-0 4-2-0 17-4-12 4-2-12 22-2-0 4-9-4 23-2-0 1-0-0 0-4-34-10-30-4-34-10-36.00 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.78 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.40 0.04 -0.21 (loc) 2-11 2-11 7 2-11 l/defl >999 >647 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 100 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 4-2-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-0 oc bracing. REACTIONS. (size)2=0-7-10, 7=0-7-10 Max Horz 2=217(LC 11) Max Uplift 2=-476(LC 12), 7=-476(LC 12) Max Grav 2=1044(LC 17), 7=1044(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1552/952, 3-4=-1270/758, 4-5=-1096/733, 5-6=-1270/758, 6-7=-1553/952 BOT CHORD 2-11=-726/1497, 9-11=-391/1169, 7-9=-728/1334 WEBS 3-11=-382/382, 4-11=-95/369, 5-9=-95/369, 6-9=-383/382 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 13-2-0, Exterior(2R) 13-2-0 to 21-10-3, Interior(1) 21-10-3 to 23-2-0 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 476 lb uplift at joint 2 and 476 lb uplift at joint 7. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss B4 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T23610863 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-VBEKi3bU4KrFlyjVM2R7zKb6KxFWn1K9CFiRhBzQ8r? Scale = 1:40.1 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 3x6 5x6 WB6x8 3x4 6x8 3x6 NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED Special 7-0-0 7-0-0 15-2-0 8-2-0 22-2-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 11-1-0 4-1-0 15-2-0 4-1-0 22-2-0 7-0-0 23-2-0 1-0-0 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [8:0-3-8,0-3-0], [10:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.95 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.41 0.09 0.16 (loc) 8-10 8-10 6 8-10 l/defl >999 >623 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 98 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. REACTIONS. (size)2=0-7-10, 6=0-7-10 Max Horz 2=-174(LC 6) Max Uplift 2=-1094(LC 8), 6=-1094(LC 8) Max Grav 2=1891(LC 29), 6=1891(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3444/1880, 3-4=-3056/1759, 4-5=-3056/1759, 5-6=-3444/1880 BOT CHORD 2-10=-1512/3071, 8-10=-1766/3319, 6-8=-1512/2963 WEBS 3-10=-486/1164, 4-10=-416/381, 4-8=-416/381, 5-8=-486/1163 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 1094 lb uplift at joint 2 and 1094 lb uplift at joint 6. 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) 621 lb down and 390 lb up at 7-0-0, and 621 lb down and 390 lb up at 15-1-4 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, 3-5=-54, 5-7=-54, 2-6=-20 Continued on page 2 April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss B4 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T23610863 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:02 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-VBEKi3bU4KrFlyjVM2R7zKb6KxFWn1K9CFiRhBzQ8r? LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-107(B) 5=-107(B) 10=-576(B) 4=-107(B) 8=-576(B) 12=-107(B) 13=-107(B) 15=-57(B) 16=-57(B) 17=-57(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss C1 Truss Type HALF HIP Qty 2 Ply 1 Job Reference (optional) T23610864 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-zNoiwPc6rez6N6IhwlyMWX8A4Lf8WMQJRuR_DdzQ8r_ Scale = 1:59.8 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 5x8 WB ST1.5x8 STP 2x4 6x8 3x6 5x6 3x4 2x4 4x6 3x4 3x8 2x4 3x8 3x8 8-4-4 8-4-4 15-7-12 7-3-8 19-2-8 3-6-12 19-10-2 0-7-10 -1-0-0 1-0-0 4-5-6 4-5-6 8-4-4 3-10-14 10-2-3 1-9-15 11-10-8 1-8-5 15-7-12 3-9-4 19-2-8 3-6-12 19-10-2 0-7-10 0-4-39-11-76.00 12 Plate Offsets (X,Y)-- [4:0-4-0,Edge], [8:0-2-0,Edge], [9:Edge,0-4-0], [10:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.61 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.50 -0.90 0.01 0.57 (loc) 12 2-12 9 2-12 l/defl >462 >259 n/a >408 L/d 360 240 n/a 240 PLATES MT20 Weight: 144 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-8: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-12,6-13: 2x4 SP No.2, 7-10: 2x4 SP No.1 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-0-15 oc bracing. WEBS 1 Row at midpt 8-9, 7-9 JOINTS 1 Brace at Jt(s): 13 REACTIONS. (size)9=0-3-8, 2=0-7-10 Max Horz 2=566(LC 12) Max Uplift 9=-415(LC 12), 2=-277(LC 12) Max Grav 9=1194(LC 18), 2=1061(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1499/243, 3-5=-1023/0, 5-6=-900/73, 6-7=-538/0 BOT CHORD 2-12=-732/1505, 10-12=-352/905, 9-10=-318/822 WEBS 3-12=-675/464, 6-13=-316/134, 10-13=-203/1222, 7-13=-191/1242, 7-9=-1791/689 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 19-8-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-13 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 415 lb uplift at joint 9 and 277 lb uplift at joint 2. 8) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss C2 Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T23610865 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-kwHkb8i7y5zzLLvEOQ5EqDTeSZO4NzwUH8NPU9zQ8qs Scale = 1:58.5 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 3x6 ST1.5x8 STP 4x6 2x4 6x8 3x6 5x6 3x4 2x4 4x6 3x4 3x8 2x4 3x8 3x8 2x4 8-4-4 8-4-4 15-7-12 7-3-8 19-10-2 4-2-6 -1-0-0 1-0-0 4-5-6 4-5-6 8-4-4 3-10-14 12-2-3 3-9-15 12-2-8 0-0-5 15-7-12 3-5-4 18-6-0 2-10-4 19-10-2 1-4-2 0-4-39-7-36.00 12 Plate Offsets (X,Y)-- [10:Edge,0-4-0], [11:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.60 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.50 -0.89 0.01 0.56 (loc) 13 2-13 10 2-13 l/defl >466 >261 n/a >412 L/d 360 240 n/a 240 PLATES MT20 Weight: 152 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-8: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-13,6-14: 2x4 SP No.2, 7-11: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-1-14 oc bracing. WEBS 1 Row at midpt 9-10, 7-15 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size)10=0-3-8, 2=0-7-10 Max Horz 2=539(LC 12) Max Uplift 10=-402(LC 12), 2=-290(LC 12) Max Grav 10=1169(LC 18), 2=1065(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1509/275, 3-5=-1028/16, 5-6=-900/117, 6-7=-528/3 BOT CHORD 2-13=-751/1504, 11-13=-397/896, 10-11=-358/819 WEBS 3-13=-684/468, 6-14=-319/160, 11-14=-218/1215, 7-14=-207/1234, 7-15=-1801/780, 10-15=-1745/773 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 18-6-0, Exterior(2E) 18-6-0 to 19-8-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-14 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 lb uplift at joint 10 and 290 lb uplift at joint 2. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss C4 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23610866 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-kwHkb8i7y5zzLLvEOQ5EqDTdMZKUNzjUH8NPU9zQ8qs Scale = 1:57.0 1 2 3 4 5 6 7 9 8 1011 12 13 14 3x6 ST1.5x8 STP 4x4 2x4 6x8 3x6 6x8 2x4 3x4 3x4 10-0-0 10-0-0 18-0-0 8-0-0 19-10-2 1-10-2 -1-0-0 1-0-0 8-3-4 8-3-4 16-0-0 7-8-12 18-0-0 2-0-0 19-10-2 1-10-2 0-4-39-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [9:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.83 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.58 0.02 0.16 (loc) 8-9 8-9 8 2-9 l/defl >592 >400 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 119 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-9-10 oc bracing. WEBS 1 Row at midpt 7-8 JOINTS 1 Brace at Jt(s): 10 REACTIONS. (size)8=0-3-8, 2=0-7-10 Max Horz 2=523(LC 12) Max Uplift 8=-451(LC 12), 2=-329(LC 12) Max Grav 8=1011(LC 17), 2=996(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1351/358, 3-5=-1223/420 BOT CHORD 2-9=-785/1271, 8-9=-302/390 WEBS 3-9=-504/514, 5-9=-470/1147, 5-10=-878/710, 8-10=-883/712 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 18-0-0, Exterior(2E) 18-0-0 to 19-8-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 451 lb uplift at joint 8 and 329 lb uplift at joint 2. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss C5 Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T23610867 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:12 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-D6r6pUjljP6qyVUQx8cTNR0ogzkM6QsdVo7z1czQ8qr Scale = 1:54.0 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 4x6 ST1.5x8 STP 4x6 2x4 6x8 3x6 5x6 3x4 2x4 4x6 3x4 3x8 2x4 6x8 3x8 2x4 8-4-4 8-4-4 15-7-12 7-3-8 19-10-2 4-2-6 -1-0-0 1-0-0 4-9-2 4-9-2 8-4-4 3-7-2 10-9-11 2-5-7 12-2-8 1-4-13 15-7-12 3-5-4 17-0-0 1-4-4 19-10-2 2-10-2 0-4-38-10-36.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [4:0-3-0,Edge], [10:Edge,0-4-0], [11:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.60 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.50 -0.89 0.01 0.56 (loc) 13 2-13 10 2-13 l/defl >467 >261 n/a >413 L/d 360 240 n/a 240 PLATES MT20 Weight: 145 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-8: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 7-11: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. WEBS 1 Row at midpt 9-10, 10-15 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size)10=0-3-8, 2=0-7-10 Max Horz 2=499(LC 12) Max Uplift 10=-384(LC 12), 2=-308(LC 12) Max Grav 10=1139(LC 18), 2=1069(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1476/298, 3-5=-1043/84, 5-6=-903/188, 6-7=-521/51 BOT CHORD 2-13=-749/1458, 11-13=-410/885, 10-11=-367/805 WEBS 3-13=-669/450, 5-13=0/253, 6-14=-330/177, 11-14=-244/1210, 7-14=-232/1229, 7-15=-1803/824, 10-15=-1740/790 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 17-0-0, Exterior(2E) 17-0-0 to 19-8-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-14 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 lb uplift at joint 10 and 308 lb uplift at joint 2. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss C6 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23610868 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-hIPU0qjNUjEhae3cVr7iweYwjN14r0ynkSsWZ2zQ8qq Scale = 1:51.0 1 2 3 4 5 7 6 8 9 10 11 5x6 ST1.5x8 STP 2x4 6x8 3x6 6x8 5x8 10-0-0 10-0-0 19-10-2 9-10-2 -1-0-0 1-0-0 8-3-4 8-3-4 16-0-0 7-8-12 19-10-2 3-10-2 0-4-38-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-4-0,0-3-0], [4:0-3-0,0-2-0], [7:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.82 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.57 0.02 0.15 (loc) 6-7 6-7 6 2-7 l/defl >601 >405 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-9 oc bracing. WEBS 1 Row at midpt 5-6, 4-7, 4-6 REACTIONS. (size)6=0-3-8, 2=0-7-10 Max Horz 2=470(LC 12) Max Uplift 6=-427(LC 12), 2=-352(LC 12) Max Grav 6=972(LC 17), 2=999(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1364/478, 3-4=-1237/545 BOT CHORD 2-7=-839/1266, 6-7=-277/355 WEBS 3-7=-527/586, 4-7=-551/1173, 4-6=-816/668 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 16-0-0, Exterior(2E) 16-0-0 to 19-8-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 427 lb uplift at joint 6 and 352 lb uplift at joint 2. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss C7 Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T23610869 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-9VzsEAk?F0MYCoeo3ZexSs532nQNaJQwz6c45UzQ8qp Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 13 12 11 10 15 14 16 3x6 ST1.5x8 STP 5x6 2x4 6x8 3x6 4x10 MT20HS3x4 2x4 2x4 2x4 2x4 6x8 3x8 3x6 8-4-4 8-4-4 15-0-0 6-7-12 15-7-12 0-7-12 19-10-2 4-2-6 -1-0-0 1-0-0 4-9-2 4-9-2 8-4-4 3-7-2 10-9-11 2-5-7 11-10-8 1-0-13 15-0-0 3-1-8 15-7-12 0-7-12 19-10-2 4-2-6 0-4-37-10-36.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-7], [8:0-3-8,0-4-0], [10:Edge,0-4-0], [11:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.63 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.51 -0.92 0.01 0.57 (loc) 13 2-13 10 2-13 l/defl >454 >254 n/a >411 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 136 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 7-9: 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 6-14: 2x4 SP No.2, 8-11: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing. WEBS 1 Row at midpt 8-10 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size)10=0-3-8, 2=0-7-10 Max Horz 2=441(LC 12) Max Uplift 10=-360(LC 12), 2=-332(LC 12) Max Grav 10=1103(LC 18), 2=1070(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1437/372, 3-5=-1077/193, 5-6=-983/318, 6-7=-632/173, 7-8=-570/244 BOT CHORD 2-13=-768/1397, 11-13=-457/940, 10-11=-404/851 WEBS 3-13=-534/396, 6-15=-346/211, 14-15=-396/235, 11-14=-288/1246, 8-14=-49/800, 8-10=-1785/847, 7-15=-281/580 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2E) 15-0-0 to 19-8-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-15, 14-15 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint 10 and 332 lb uplift at joint 2. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss C8 Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T23610870 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-dhXERVld0KUPpyD?dGAA?3eG5An_Jn64CmLdexzQ8qo Scale = 1:43.2 1 2 3 4 5 6 7 8 12 11 10 9 14 13 15 16 17 4x4 ST1.5x8 STP 3x8 3x6 5x6 3x4 2x4 2x4 2x4 3x6 2x4 7x10 3x8 2x4 8-4-4 8-4-4 13-0-0 4-7-12 15-7-12 2-7-12 19-10-2 4-2-6 -1-0-0 1-0-0 4-9-2 4-9-2 8-4-4 3-7-2 11-9-11 3-5-7 11-10-8 0-0-13 13-0-0 1-1-8 15-7-12 2-7-12 19-10-2 4-2-6 0-4-36-10-36.00 12 Plate Offsets (X,Y)-- [10:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.54 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.76 0.01 0.47 (loc) 12 2-12 9 2-12 l/defl >553 >307 n/a >493 L/d 360 240 n/a 240 PLATES MT20 Weight: 127 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 6-8: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 7-10: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-9 REACTIONS. (size)9=0-3-8, 2=0-7-10 Max Horz 2=392(LC 12) Max Uplift 9=-343(LC 12), 2=-350(LC 12) Max Grav 9=1072(LC 18), 2=1066(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1495/482, 3-4=-1122/275, 4-5=-991/384, 5-6=-401/103, 6-7=-357/115, 7-8=-886/419, 8-9=-1445/739 BOT CHORD 2-12=-816/1432, 10-12=-459/954 WEBS 3-12=-557/417, 4-12=0/259, 5-14=-636/347, 13-14=-597/345, 10-13=-311/382, 7-13=-335/399, 8-10=-794/1683 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 13-0-0, Exterior(2E) 13-0-0 to 19-8-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-14, 13-14 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 343 lb uplift at joint 9 and 350 lb uplift at joint 2. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss C9 Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T23610871 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-5t4dermGnecGR6oBA_hPXHAOta3v2EIDQQ5AANzQ8qn Scale = 1:38.9 1 2 3 4 5 6 7 8 12 11 10 9 14 13 15 16 17 18 4x4 ST1.5x8 STP 3x8 3x4 4x10 MT20HS3x4 2x4 2x4 2x4 3x6 2x4 6x8 3x8 2x4 8-4-4 8-4-4 11-0-0 2-7-12 15-7-12 4-7-12 19-10-2 4-2-6 -1-0-0 1-0-0 4-9-2 4-9-2 8-4-4 3-7-2 8-9-11 0-5-7 9-2-0 0-4-5 11-0-0 1-10-0 15-7-12 4-7-12 19-10-2 4-2-6 0-4-35-10-36.00 12 Plate Offsets (X,Y)-- [10:0-2-12,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.75 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.59 0.02 0.37 (loc) 12 2-12 9 2-12 l/defl >773 >393 n/a >626 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 127 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 9-11: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 7-10: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 14 REACTIONS. (size)9=0-3-8, 2=0-7-10 Max Horz 2=338(LC 12) Max Uplift 9=-326(LC 12), 2=-366(LC 12) Max Grav 9=1104(LC 18), 2=1124(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1705/617, 3-4=-1347/396, 4-5=-1136/440, 5-6=-612/258, 6-7=-584/261, 7-8=-1035/443, 8-9=-1431/670 BOT CHORD 2-12=-872/1584, 10-12=-492/1148 WEBS 3-12=-509/444, 4-12=0/360, 5-14=-570/236, 13-14=-564/244, 10-13=-428/404, 7-13=-401/404, 8-10=-748/1754 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 11-0-0, Exterior(2E) 11-0-0 to 19-8-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-14, 13-14 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 9 and 366 lb uplift at joint 2. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss C10 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23610872 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-zNoiwPc6rez6N6IhwlyMWX8FJLZ6WPsJRuR_DdzQ8r_ Scale = 1:35.2 1 2 3 4 5 6 8 7 9 10 11 12 4x6 ST1.5x8 STP 2x4 6x8 3x4 5x8 2x4 3x4 9-0-0 9-0-0 19-10-2 10-10-2 -1-0-0 1-0-0 4-9-4 4-9-4 9-0-0 4-2-12 14-5-1 5-5-1 19-10-2 5-5-1 0-4-34-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [8:0-4-0,0-3-4] 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 0.64 0.99 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.62 0.03 0.05 (loc) 7-8 7-8 7 2-8 l/defl >751 >373 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 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 5-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)7=0-3-8, 2=0-7-10 Max Horz 2=282(LC 12) Max Uplift 7=-366(LC 12), 2=-413(LC 12) Max Grav 7=715(LC 1), 2=813(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1201/794, 3-4=-951/572, 4-5=-816/579 BOT CHORD 2-8=-947/1096, 7-8=-514/607 WEBS 3-8=-322/415, 4-8=-14/261, 5-8=-104/339, 5-7=-768/680 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 19-8-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 366 lb uplift at joint 7 and 413 lb uplift at joint 2. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss C11 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T23610873 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-wmwSL5dMNFDpcQS41A_qbyDXT8IAzG3buCw5HWzQ8qy Scale = 1:35.0 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 17 18 19 20 21 22 5x8 ST1.5x8 STP 4x6 3x6 4x6 3x6 2x4 4x12 5x8 NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 13-5-1 6-5-1 19-10-2 6-5-1 -1-0-0 1-0-0 7-0-0 7-0-0 13-5-1 6-5-1 19-10-2 6-5-1 0-4-33-10-36.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [6:Edge,0-3-8] 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 0.92 0.83 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 0.05 0.13 (loc) 7-9 7-9 6 2-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 2-8: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS. (size)6=0-3-8, 2=0-7-10 Max Horz 2=229(LC 8) Max Uplift 6=-935(LC 8), 2=-904(LC 8) Max Grav 6=1738(LC 25), 2=1624(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2863/1498, 3-4=-2316/1263, 4-5=-2316/1264, 5-6=-1589/985 BOT CHORD 2-9=-1405/2502, 7-9=-1416/2537 WEBS 3-9=-285/846, 3-7=-252/175, 4-7=-831/780, 5-7=-1414/2588 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 935 lb uplift at joint 6 and 904 lb uplift at joint 2. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (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) 621 lb down and 390 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 2-6=-20 Concentrated Loads (lb) Vert: 3=-107(F) 9=-576(F) 10=-107(F) 11=-107(F) 12=-107(F) 14=-107(F) 15=-107(F) 16=-107(F) 17=-57(F) 18=-57(F) 19=-57(F) 20=-57(F) 21=-57(F) 22=-57(F) April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss C12 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23610874 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-OyUrYQe_7ZLgEa1GbtV37AmjhYfzilMl7sgepyzQ8qx Scale: 1/4"=1' 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 3x6 ST1.5x8 STP 5x8 2x4 6x8 4x4 2x4 6x8 2x4 2x4 3x4 2x4 3x4 5x12 2-7-10 2-7-10 6-4-12 3-9-2 10-11-10 4-6-13 15-0-0 4-0-6 19-10-2 4-10-2 -1-0-0 1-0-0 2-7-10 2-7-10 6-4-12 3-9-2 10-11-10 4-6-13 15-0-0 4-0-6 19-10-2 4-10-2 0-4-37-10-31-0-06.00 12 Plate Offsets (X,Y)-- [2:0-1-0,Edge], [3:0-2-5,0-2-8], [7:0-6-0,0-2-8], [12:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.73 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.52 0.30 0.43 (loc) 14 14 9 14 l/defl >782 >443 n/a >535 L/d 360 240 n/a 240 PLATES MT20 Weight: 136 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 3-14: 2x6 SP No.2, 3-12: 2x4 SP M 31, 6-11: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-2 oc bracing. WEBS 1 Row at midpt 8-9, 7-9 REACTIONS. (size)9=0-3-8, 2=0-7-10 Max Horz 2=443(LC 12) Max Uplift 9=-416(LC 12), 2=-359(LC 12) Max Grav 9=926(LC 17), 2=1004(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-473/0, 3-4=-2153/1036, 4-6=-1146/553, 6-7=-1156/718 BOT CHORD 3-13=-1362/2072, 12-13=-1362/2072, 6-12=-239/344, 9-10=-318/475 WEBS 4-13=-125/454, 4-12=-1162/721, 10-12=-268/416, 7-12=-758/1066, 7-9=-888/592 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 15-0-0, Exterior(2E) 15-0-0 to 19-8-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 416 lb uplift at joint 9 and 359 lb uplift at joint 2. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss C13 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23610875 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-OyUrYQe_7ZLgEa1GbtV37AmkhYglik1l7sgepyzQ8qx Scale = 1:43.5 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 4x6 ST1.5x8 STP 6x8 4x6 2x4 6x8 3x4 2x4 2x4 8x12 3x6 2-7-10 2-7-10 6-4-12 3-9-2 10-11-10 4-6-14 13-0-0 2-0-6 19-10-2 6-10-2 -1-0-0 1-0-0 2-7-10 2-7-10 6-4-12 3-9-2 10-11-10 4-6-14 13-0-0 2-0-6 19-10-2 6-10-2 0-4-36-10-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-1-13,0-2-8] 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 0.83 0.68 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.49 0.28 0.42 (loc) 12 12 7 12 l/defl >930 >477 n/a >550 L/d 360 240 n/a 240 PLATES MT20 Weight: 122 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-12: 2x6 SP No.2, 3-10: 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-14 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS. (size)7=0-3-8, 2=0-7-10 Max Horz 2=389(LC 12) Max Uplift 7=-384(LC 12), 2=-370(LC 12) Max Grav 7=747(LC 17), 2=859(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-436/0, 3-4=-1851/1122, 4-5=-792/467, 5-6=-666/518, 6-7=-682/627 BOT CHORD 3-11=-1393/1778, 10-11=-1393/1778 WEBS 4-11=-72/408, 4-10=-1173/922, 6-10=-657/846 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 13-0-0, Exterior(2E) 13-0-0 to 19-8-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 lb uplift at joint 7 and 370 lb uplift at joint 2. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss C14 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23610876 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-s82DmmfcutTXsjbS9b0IgNIvZy0xRCpuMWPCLOzQ8qw Scale = 1:39.2 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 5x6 ST1.5x8 STP 2x4 6x8 4x6 2x4 6x8 2x4 2x4 2x4 3x4 3x4 5x12 3x8 2-7-10 2-7-10 6-4-12 3-9-2 10-11-10 4-6-14 11-11-10 1-0-0 15-3-5 3-3-11 19-10-2 4-6-13 -1-0-0 1-0-0 2-7-10 2-7-10 6-4-12 3-9-2 11-0-0 4-7-4 15-3-5 4-3-5 19-10-2 4-6-13 0-4-35-10-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-1-13,0-2-8], [5:0-3-0,0-2-0], [13:0-4-12,0-2-4] 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 0.82 0.68 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.49 0.28 0.42 (loc) 15 15 9 15 l/defl >913 >474 n/a >554 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-8: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-15: 2x6 SP No.2, 3-13: 2x4 SP M 31, 6-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-14 oc bracing. Except: 10-0-0 oc bracing: 11-13 REACTIONS. (size)9=0-3-8, 2=0-7-10 Max Horz 2=336(LC 12) Max Uplift 9=-373(LC 12), 2=-390(LC 12) Max Grav 9=729(LC 1), 2=844(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-432/0, 3-4=-1765/1153, 4-5=-1915/1432, 5-6=-771/576, 6-7=-768/575 BOT CHORD 3-14=-1339/1672, 13-14=-633/811, 9-10=-365/472 WEBS 4-14=-531/585, 10-13=-322/469, 7-13=-368/525, 7-9=-746/577, 5-14=-992/1211 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2E) 11-0-0 to 19-8-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 9 and 390 lb uplift at joint 2. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss C15 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23610877 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-KLcbz6gEfAbOTtAfiIYXDbr4WMMHAkf2bA9lurzQ8qv Scale = 1:35.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 5x6 ST1.5x8 STP 3x6 4x6 2x4 6x8 5x12 2x4 2x4 3x4 3x8 3x4 3x4 2x4 2-7-10 2-7-10 6-4-12 3-9-2 9-0-0 2-7-5 10-11-10 1-11-10 15-4-14 4-5-4 19-10-2 4-5-4 -1-0-0 1-0-0 2-7-10 2-7-10 6-4-12 3-9-2 9-0-0 2-7-5 10-11-10 1-11-10 15-4-14 4-5-4 19-10-2 4-5-4 0-4-34-10-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-1-13,0-2-8], [5:0-3-0,0-2-0], [12:0-5-0,0-2-4] 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 0.81 0.67 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.48 0.27 0.40 (loc) 14 14 9 14 l/defl >920 >485 n/a >577 L/d 360 240 n/a 240 PLATES MT20 Weight: 121 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-8: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-14: 2x6 SP No.2, 3-12: 2x4 SP M 31, 6-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-10 oc bracing. REACTIONS. (size)9=0-3-8, 2=0-7-10 Max Horz 2=282(LC 12) Max Uplift 9=-366(LC 12), 2=-409(LC 12) Max Grav 9=716(LC 1), 2=822(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-426/44, 3-4=-1692/1159, 4-5=-1829/1408, 5-6=-967/734, 6-7=-962/736, 7-8=-553/413, 8-9=-677/548 BOT CHORD 3-13=-1265/1584, 12-13=-770/980 WEBS 10-12=-370/499, 7-12=-419/547, 7-10=-599/574, 8-10=-595/794, 4-13=-501/536, 5-13=-837/1020 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 19-8-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 366 lb uplift at joint 9 and 409 lb uplift at joint 2. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss C16 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T23610878 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:10 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-GjjLOohVBor6jBK1qja?I0wO39?AeejL2UesyjzQ8qt Scale = 1:37.3 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 23 24 5x8 ST1.5x8 STP ST1.5x8 STP 3x6 3x8 2x4 6x8 2x4 2x4 2x4 5x12 3x4 5x8 3x4 Special NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED 2-7-10 2-7-10 7-0-0 4-4-6 10-11-10 3-11-10 15-7-5 4-7-11 20-3-0 4-7-11 -1-0-0 1-0-0 2-7-10 2-7-10 7-0-0 4-4-6 10-11-10 3-11-10 15-7-5 4-7-11 20-3-0 4-7-11 0-4-33-10-31-0-06.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [3:0-1-13,0-2-8], [4:0-6-0,0-2-8], [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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.77 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.53 0.30 0.45 (loc) 3-12 3-12 8 3-12 l/defl >856 >450 n/a >525 L/d 360 240 n/a 240 PLATES MT20 Weight: 223 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-13: 2x6 SP No.2, 3-11: 2x4 SP M 31, 5-10: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-13. REACTIONS. (size)8=0-7-10, 2=0-7-10 Max Horz 2=229(LC 21) Max Uplift 8=-898(LC 8), 2=-847(LC 8) Max Grav 8=1667(LC 25), 2=1535(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-838/327, 3-4=-3672/1998, 4-5=-3314/1849, 5-6=-3285/1838, 6-7=-1744/944, 7-8=-1566/929 BOT CHORD 3-13=-128/284, 3-12=-1895/3354, 11-12=-1921/3412, 5-11=-422/420, 9-10=-124/256 WEBS 4-12=-454/1018, 9-11=-840/1524, 6-11=-1028/1773, 6-9=-1448/1040, 7-9=-1181/2182 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, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 898 lb uplift at joint 8 and 847 lb uplift at joint 2. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 298 lb down and 281 lb up at 7-0-0 on top chord, and 420 lb down and 259 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss C16 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T23610878 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:10 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-GjjLOohVBor6jBK1qja?I0wO39?AeejL2UesyjzQ8qt 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, 4-7=-54, 2-13=-20, 3-11=-20, 8-10=-20 Concentrated Loads (lb) Vert: 4=-101(B) 5=-107(B) 12=-402(B) 11=-57(B) 14=-95(B) 15=-107(B) 17=-107(B) 18=-107(B) 19=-107(B) 20=-71(B) 21=-57(B) 22=-57(B) 23=-57(B) 24=-57(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss CJ1 Truss Type Corner Jack Qty 10 Ply 1 Job Reference (optional) T23610879 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-Z4e?sBmuYxk63GMNkhCe4Ujmi_amnvcNf4qkipzQ8qm 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 0-4-30-10-36.00 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. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss CJ3 Truss Type Corner Jack Qty 8 Ply 1 Job Reference (optional) T23610880 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-Z4e?sBmuYxk63GMNkhCe4Ujll_ZinvcNf4qkipzQ8qm 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. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss CJ5 Truss Type Corner Jack Qty 8 Ply 1 Job Reference (optional) T23610881 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:19 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-VSmlHto84Z_qIZWms6E69vo_ioCGFp6f6OJqnizQ8qk Scale = 1:19.2 1 2 3 4 3x4 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.68 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=172(LC 12) Max Uplift 3=-125(LC 12), 2=-158(LC 12) Max Grav 3=146(LC 17), 2=261(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 3 and 158 lb uplift at joint 2. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss CJ31 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T23610882 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:18 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-1GCN3XnWJFszgQxaIPjtdiGwVOvjWMsWukaHEFzQ8ql Scale: 1"=1' 1 2 3 6 4 5 2x4 ST1.5x8 STP 2x4 4x6 2-7-10 2-7-10 3-0-0 0-4-6 -1-0-0 1-0-0 2-7-10 2-7-10 3-0-0 0-4-6 0-4-31-10-30-10-31-5-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [3:0-3-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.20 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.01 0.01 (loc) 6 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=119(LC 12) Max Uplift 4=-32(LC 12), 2=-146(LC 12), 5=-7(LC 9) Max Grav 4=59(LC 17), 2=194(LC 17), 5=46(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 32 lb uplift at joint 4, 146 lb uplift at joint 2 and 7 lb uplift at joint 5. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss CJ51 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T23610883 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:19 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-VSmlHto84Z_qIZWms6E69vo11oAQFp6f6OJqnizQ8qk Scale = 1:19.2 1 2 3 6 4 5 3x6 ST1.5x8 STP 2x4 5x6 2-7-10 2-7-10 5-0-0 2-4-6 -1-0-0 1-0-0 2-7-10 2-7-10 5-0-0 2-4-6 0-4-32-10-31-10-32-5-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [3:0-1-4,0-2-4] 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-R 0.47 0.44 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.05 0.10 (loc) 6 6 5 6 l/defl >999 >805 n/a >538 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=172(LC 12) Max Uplift 4=-88(LC 12), 2=-155(LC 12), 5=-13(LC 12) Max Grav 4=122(LC 17), 2=267(LC 17), 5=82(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 88 lb uplift at joint 4, 155 lb uplift at joint 2 and 13 lb uplift at joint 5. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss D1 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) T23610884 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:20 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-_fK7UDpmqs6hwj5yPplLi7LHjBcr_FgpL23OJ8zQ8qj Scale = 1:18.9 1 2 3 4 5 6 7 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-3-0 8-3-0 -1-0-0 1-0-0 4-1-8 4-1-8 8-3-0 4-1-8 9-3-0 1-0-0 0-4-32-4-150-4-36.00 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 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-3-0. (lb) - Max Horz 2=-111(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 8 except 2=-134(LC 12), 6=-134(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=-159/358, 5-8=-160/366 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 100 lb uplift at joint(s) 9, 10, 8 except (jt=lb) 2=134, 6=134. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss D2 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T23610885 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-SruViZqObAEYXtg9zXHaEKuPPbwLjiZyaioxrazQ8qi Scale = 1:19.5 1 2 3 4 5 6 4x4 ST1.5x8 STP ST1.5x8 STP 3x6 3x6 2x4 4-1-8 4-1-8 8-3-0 4-1-8 -1-0-0 1-0-0 4-1-8 4-1-8 8-3-0 4-1-8 9-3-0 1-0-0 0-4-32-4-150-4-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:0-3-0,0-1-4] 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 0.35 0.16 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.01 (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: 32 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=-111(LC 10) Max Uplift 2=-231(LC 12), 4=-231(LC 12) Max Grav 2=353(LC 1), 4=353(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-362/396, 3-4=-362/419 BOT CHORD 2-6=-177/287, 4-6=-177/287 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 100 lb uplift at joint(s) except (jt=lb) 2=231, 4=231. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss EJ7 Truss Type Jack-Open Qty 30 Ply 1 Job Reference (optional) T23610886 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-SruViZqObAEYXtg9zXHaEKuIzbnSjjbyaioxrazQ8qi Scale = 1:24.8 1 2 5 3 43x8 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-4-33-10-33-5-83-10-36.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.73 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.18 -0.00 0.16 (loc) 2-4 2-4 3 2-4 l/defl >983 >438 n/a >502 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=226(LC 12) Max Uplift 3=-165(LC 12), 2=-175(LC 12) Max Grav 3=201(LC 17), 2=336(LC 17), 4=121(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=165, 2=175. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss EJ71 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) T23610887 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-w1Suvvq0MUMP91FLXEopnYQSx?35SAr6pMYVN1zQ8qh Scale = 1:24.8 1 2 3 6 7 4 5 3x6 ST1.5x8 STP 2x4 5x6 2-7-10 2-7-10 7-0-0 4-4-6 -1-0-0 1-0-0 2-7-10 2-7-10 7-0-0 4-4-6 0-4-33-10-32-10-33-5-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-6-4,0-0-10], [3:0-1-4,0-2-4] 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-R 0.87 0.96 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 -0.15 0.31 (loc) 6 3-5 5 6 l/defl >716 >361 n/a >259 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=226(LC 12) Max Uplift 4=-140(LC 12), 2=-171(LC 12), 5=-14(LC 12) Max Grav 4=184(LC 17), 2=343(LC 17), 5=118(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=140, 2=171. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss HJ7 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) T23610888 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-OD0G7Erf7nUGnBqX5yJ2JlzihPX9BXsF10H2wTzQ8qg Scale = 1:23.0 1 2 3 7 6 5 8 4 2x4 2x4 3x4 3x4 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 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 0.55 0.39 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -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 9-4-14 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=272(LC 8) Max Uplift 4=-233(LC 8), 2=-207(LC 8), 6=-112(LC 8) Max Grav 4=284(LC 13), 2=391(LC 1), 6=390(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-728/163 BOT CHORD 2-7=-372/747, 6-7=-372/747 WEBS 3-7=0/253, 3-6=-805/401 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=233, 2=207, 6=112. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-54 Trapezoidal Loads (plf) Vert: 8=0(F=27, B=27)-to-4=-133(F=-39, B=-39), 2=-2(F=9, B=9)-to-5=-49(F=-15, B=-15) April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss HJ71 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T23610889 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-sQZeKasHu5c7OLPjefqHszWsDpk3w_?OGg1bSvzQ8qf Scale = 1:23.0 1 2 3 4 9 8 7 610 11 12 5 13 14 15 3x4 2x4 5x8 2x4 3x4 3x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3-8-0 3-8-0 5-11-0 2-3-1 9-10-1 3-11-0 -1-5-0 1-5-0 3-8-0 3-8-0 5-11-0 2-3-1 9-10-1 3-11-0 0-4-33-9-142-9-141-0-04.24 12 Plate Offsets (X,Y)-- [2:0-1-5,Edge], [3:0-4-0,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.99 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.39 0.14 0.34 (loc) 9 9 7 9 l/defl >521 >285 n/a >333 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 3-9: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-10-7, 7=Mechanical Max Horz 2=225(LC 24) Max Uplift 5=-83(LC 8), 2=-344(LC 8), 7=-196(LC 8) Max Grav 5=95(LC 28), 2=473(LC 1), 7=397(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-307/114, 3-4=-1234/596 BOT CHORD 3-8=-695/1188, 7-8=-695/1188 WEBS 4-8=-98/310, 4-7=-1241/726 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) N/A 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=344, 7=196. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 2-9=-20, 3-6=-20 Concentrated Loads (lb) Vert: 10=44(F=22, B=22) 11=-3(F=-1, B=-1) 12=-46(F=-23, B=-23) 14=-25(F=-13, B=-13) 15=-74(F=-37, B=-37) April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss MV1 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T23610890 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-Kc70XwtvfPk_0U_wCNLWPA2A?CJHfXbYVKm9_MzQ8qe 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. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss MV2 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T23610891 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-oohOlGtXQisreeY6m4slxObGJccqO_rhjzWiWozQ8qd 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=125(LC 17), 3=140(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. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss MV3 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T23610892 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-G?Fnycu9B0_iFo7IKoN_Ub8Ij0sB7Q4rydFG3EzQ8qc 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. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss MV4 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T23610893 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-G?Fnycu9B0_iFo7IKoN_Ub8Sx0y17OZrydFG3EzQ8qc Scale = 1:25.7 1 2 3 5 4 6 2x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 0-0-44-0-06.00 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-SH 0.28 0.21 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-11-8, 4=7-11-8, 5=7-11-8 Max Horz 1=194(LC 12) Max Uplift 4=-77(LC 12), 5=-212(LC 12) Max Grav 1=95(LC 1), 4=137(LC 17), 5=381(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-349/143 WEBS 2-5=-287/542 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) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 7-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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) 4 except (jt=lb) 5=212. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss V1 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23610894 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-lBp9AyvnyK7ZtyiVtVvD0pge8QDGstK_BH?pbgzQ8qb Scale = 1:12.8 1 2 3 2x4 3x6 2x4 0-0-8 0-0-8 5-10-15 5-10-7 2-11-8 2-11-8 5-10-15 2-11-8 0-0-41-5-120-0-46.00 12 Plate Offsets (X,Y)-- [2:0-3-0,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-P 0.25 0.46 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-9-15, 3=5-9-15 Max Horz 1=51(LC 11) Max Uplift 1=-82(LC 12), 3=-82(LC 12) Max Grav 1=172(LC 1), 3=172(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-167/321, 2-3=-167/339 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. April 20,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728293-PSLP-5702 Truss V2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23610895 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 16 12:05:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-DNNXNIwPjdFQV6HhRCQSZ0DnCqYcbJx8QxkM77zQ8qa Scale = 1:19.1 1 2 3 4 3x6 4x6 3x6 2x4 0-0-8 0-0-8 9-10-15 9-10-7 4-11-7 4-11-7 9-10-15 4-11-8 0-0-42-5-120-0-46.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-0-0] 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 0.36 0.52 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 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=9-9-15, 3=9-9-15, 4=9-9-15 Max Horz 1=94(LC 11) Max Uplift 1=-81(LC 12), 3=-81(LC 12), 4=-143(LC 12) Max Grav 1=147(LC 17), 3=161(LC 18), 4=355(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-217/355 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=143. April 20,2021 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