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HomeMy WebLinkAboutTruss Engineering6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2729247-SOFEN - 2729247-SOFEN Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 57 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: CARTERS CONCRETE Project Name: SOFEN RESIDENCE Model: CUSTOM Subdivision: - Address: 1812 WILDCAT COVE 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: September 10,2021 Lee, Julius The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Fort Pierce). Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T25304241 EJ11 Date 9/10/212T25304242EJ129/10/213T25304243EJ319/10/214T25304244EJ329/10/215T25304245EJ519/10/216T25304246EJ529/10/217T25304247EJ719/10/218T25304248EJ729/10/219T25304249EJ739/10/2110T25304250HJ119/10/2111T25304251HJ619/10/2112T25304252HJ919/10/2113T25304253HJ929/10/2114T25304254T19/10/2115T25304255T1GE9/10/2116T25304256T29/10/2117T25304257T39/10/2118T25304258T49/10/2119T25304259T59/10/2120T25304260T69/10/2121T25304261T79/10/2122T25304262T89/10/21 No.Seal#Truss Name 23 T25304263 T9 Date 9/10/2124T25304264T109/10/2125T25304265T119/10/2126T25304266T129/10/2127T25304267T139/10/2128T25304268T149/10/2129T25304269T159/10/2130T25304270T169/10/2131T25304271T179/10/2132T25304272T189/10/2133T25304273T199/10/2134T25304274T209/10/2135T25304275T219/10/2136T25304276T229/10/2137T25304277T239/10/2138T25304278T249/10/2139T25304279T259/10/2140T25304280T269/10/2141T25304281T279/10/2142T25304282T289/10/2143T25304283T299/10/2144T25304284T309/10/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2729247-SOFEN - 2729247-SOFEN 2 of 2 Site Information: Lot/Block: - Customer Info: CARTERS CONCRETE Project Name: SOFEN RESIDENCE Model: CUSTOM Subdivision: - Address: 1812 WILDCAT COVE DRIVE, - State: FLCity: FORT PIERCE No.Seal#Truss Name 45 T25304285 T31 Date 9/10/2146T25304286T329/10/2147T25304287T339/10/2148T25304288T349/10/2149T25304289T359/10/2150T25304290T369/10/2151T25304291T379/10/2152T25304292T389/10/2153T25304293T399/10/2154T25304294T409/10/2155T25304295T419/10/2156T25304296T429/10/2157T25304297T439/10/21 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 2729247-SOFEN Truss EJ11 Truss Type JACK-OPEN Qty 4 Ply 1 2729247-SOFEN Job Reference (optional) T25304241 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:37 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-i8VQzdomZSkwAOivH8xcB8sQcHSTuiC1hkhOhPyf440 Scale = 1:9.5 1 2 3 4 4x6 1-0-0 1-0-0 -2-0-0 2-0-0 1-0-0 1-0-0 0-4-30-10-30-4-110-5-80-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.85 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=151(LC 12) Max Uplift 3=-141(LC 1), 2=-544(LC 12) Max Grav 3=272(LC 12), 2=363(LC 1), 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=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 3 and 544 lb uplift at joint 2. September 10,2021 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 2729247-SOFEN Truss EJ12 Truss Type JACK-OPEN Qty 8 Ply 1 2729247-SOFEN Job Reference (optional) T25304242 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-BL3oBzpOKlsnoYH5rsSrjLPochoid9RBwORxDryf44? Scale = 1:7.0 1 2 3 4 2x4 1-0-0 1-0-0 -0-6-0 0-6-0 1-0-0 1-0-0 0-4-30-10-30-5-80-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=67(LC 12) Max Uplift 3=-21(LC 9), 2=-104(LC 12) Max Grav 3=24(LC 17), 2=101(LC 1), 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=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 21 lb uplift at joint 3 and 104 lb uplift at joint 2. September 10,2021 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 2729247-SOFEN Truss EJ31 Truss Type JACK-OPEN Qty 4 Ply 1 2729247-SOFEN Job Reference (optional) T25304243 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-BL3oBzpOKlsnoYH5rsSrjLPcJhnfd9RBwORxDryf44? Scale = 1:14.6 1 2 5 6 3 4 4x4 3-0-0 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 0-4-31-10-30-4-111-5-81-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.79 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 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 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=222(LC 12) Max Uplift 3=-40(LC 9), 2=-417(LC 12) Max Grav 3=37(LC 13), 2=362(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 2-11-4 zone;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 40 lb uplift at joint 3 and 417 lb uplift at joint 2. September 10,2021 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 2729247-SOFEN Truss EJ32 Truss Type JACK-OPEN Qty 6 Ply 1 2729247-SOFEN Job Reference (optional) T25304244 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-fXdAOJq053_eQhsHPZz4GZxvD46uMchK82AUlHyf44_ Scale: 1"=1' 1 2 5 3 4 3x4 3-0-0 3-0-0 -0-6-0 0-6-0 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=138(LC 12) Max Uplift 3=-98(LC 12), 2=-147(LC 12) Max Grav 3=100(LC 17), 2=192(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-13 to 2-5-3, Interior(1) 2-5-3 to 2-11-4 zone;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 98 lb uplift at joint 3 and 147 lb uplift at joint 2. September 10,2021 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 2729247-SOFEN Truss EJ51 Truss Type JACK-OPEN Qty 5 Ply 1 2729247-SOFEN Job Reference (optional) T25304245 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-7jBZbeqfsN6V1rRUzHUJomUz5UPE53xUNiw2Hjyf43z Scale = 1:19.5 1 2 5 3 44x4 5-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.77 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 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 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=296(LC 12) Max Uplift 3=-120(LC 12), 2=-394(LC 12) Max Grav 3=150(LC 17), 2=422(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 4-11-4 zone;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 120 lb uplift at joint 3 and 394 lb uplift at joint 2. September 10,2021 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 2729247-SOFEN Truss EJ52 Truss Type JACK-OPEN Qty 4 Ply 1 2729247-SOFEN Job Reference (optional) T25304246 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-bvlxp_rHdgEMf?0gW_?YL_185ulTqWBdcMfbpAyf43y Scale = 1:17.0 1 2 5 6 3 4 4x4 5-0-0 5-0-0 -0-6-0 0-6-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.75 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=212(LC 12) Max Uplift 3=-187(LC 12), 2=-175(LC 12) Max Grav 3=188(LC 17), 2=282(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-13 to 2-5-3, Interior(1) 2-5-3 to 4-11-4 zone;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 187 lb uplift at joint 3 and 175 lb uplift at joint 2. September 10,2021 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 2729247-SOFEN Truss EJ71 Truss Type JACK-OPEN Qty 13 Ply 1 2729247-SOFEN Job Reference (optional) T25304247 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-bvlxp_rHdgEMf?0gW_?YL_18FujMqUQdcMfbpAyf43y Scale: 1/2"=1' 1 2 3 6 5 7 8 4 4x4 2x4 3x4 7-0-0 7-0-0 -2-0-0 2-0-0 4-0-0 4-0-0 7-0-0 3-0-0 0-4-33-10-33-5-83-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.40 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.12 -0.00 (loc) 2-6 2-6 6 l/defl >999 >648 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=369(LC 12) Max Uplift 4=-116(LC 12), 2=-406(LC 12), 6=-76(LC 12) Max Grav 4=101(LC 17), 2=500(LC 17), 6=215(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-297/170 BOT CHORD 2-6=-499/406 WEBS 3-6=-484/595 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 6-11-4 zone;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) 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 116 lb uplift at joint 4, 406 lb uplift at joint 2 and 76 lb uplift at joint 6. September 10,2021 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 2729247-SOFEN Truss EJ72 Truss Type JACK-OPEN Qty 5 Ply 1 2729247-SOFEN Job Reference (optional) T25304248 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-36JJ0KsvO_MDH9bs4hWnuBZPUI34ZwFnq0P9Lcyf43x Scale = 1:21.8 1 2 3 6 5 7 4 4x4 2x4 3x4 7-0-0 7-0-0 -0-6-0 0-6-0 4-0-0 4-0-0 7-0-0 3-0-0 0-4-33-10-33-5-83-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.43 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 -0.00 (loc) 2-6 2-6 6 l/defl >999 >563 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-7-15 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=285(LC 12) Max Uplift 4=-98(LC 12), 2=-206(LC 12), 6=-141(LC 12) Max Grav 4=91(LC 17), 2=372(LC 17), 6=251(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-313/221 BOT CHORD 2-6=-575/388 WEBS 3-6=-462/686 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-13 to 2-5-3, Interior(1) 2-5-3 to 6-11-4 zone;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) 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 98 lb uplift at joint 4, 206 lb uplift at joint 2 and 141 lb uplift at joint 6. September 10,2021 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 2729247-SOFEN Truss EJ73 Truss Type JACK-OPEN Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304249 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-XIthEgtX9IU4uJA3eP20QP6UliPuIOxw3g8it2yf43w Scale: 1/2"=1' 1 2 3 6 5 7 8 4 4x4 2x4 3x4 6-10-3 6-10-3 -2-0-0 2-0-0 4-0-0 4-0-0 7-0-0 3-0-0 0-4-33-10-33-5-83-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.39 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.12 -0.00 (loc) 2-6 2-6 6 l/defl >999 >656 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-3 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=369(LC 12) Max Uplift 4=-116(LC 12), 2=-406(LC 12), 6=-76(LC 12) Max Grav 4=101(LC 17), 2=500(LC 17), 6=216(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-296/167 BOT CHORD 2-6=-497/404 WEBS 3-6=-483/594 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 6-11-4 zone;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) 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 116 lb uplift at joint 4, 406 lb uplift at joint 2 and 76 lb uplift at joint 6. September 10,2021 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 2729247-SOFEN Truss HJ11 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304250 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:44 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-?UQ3R0t9wbcxWTkFC6ZFzcfpu5rb1tw3IKuFQVyf43v Scale: 1.5"=1' 1 2 4 6 3 7 5 2x4 Special Special Special Special 1-11-15 1-11-15 -0-8-8 0-8-8 1-11-15 1-11-15 0-4-31-0-104.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-10-15, 5=Mechanical, 3=Mechanical Max Horz 2=80(LC 8) Max Uplift 2=-145(LC 8), 3=-52(LC 8) Max Grav 2=156(LC 1), 5=38(LC 3), 3=77(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); 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 145 lb uplift at joint 2 and 52 lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 82 lb down and 32 lb up at 1-6-1, and 82 lb down and 32 lb up at 1-6-1 on top chord, and at 1-6-1, and at 1-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-30, 2-5=-20 "Special" indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. September 10,2021 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 2729247-SOFEN Truss HJ61 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 2729247-SOFEN Job Reference (optional) T25304251 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-Th_RfMunhvko8cJRlq4UVqBwvV2ImIdDX_dpyxyf43u Scale = 1:16.7 1 2 3 6 7 8 4 9 10 5 3x4 3x4 2x4 Special Special Special Special Special Special Special Special 6-11-6 6-11-6 -0-8-8 0-8-8 4-0-0 4-0-0 6-11-6 2-11-6 0-4-32-9-104.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.52 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.16 -0.00 (loc) 2-6 2-6 5 l/defl >999 >500 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=207(LC 8) Max Uplift 4=-91(LC 8), 2=-266(LC 8), 5=-116(LC 8) Max Grav 4=83(LC 25), 2=378(LC 25), 5=229(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-447/196 BOT CHORD 2-6=-299/360 WEBS 3-6=-404/335 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); 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 91 lb uplift at joint 4, 266 lb uplift at joint 2 and 116 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 121 lb down and 36 lb up at 1-6-1, 121 lb down and 36 lb up at 1-6-1, and 166 lb down and 123 lb up at 4-4-0, and 166 lb down and 123 lb up at 4-4-0 on top chord, and at 1-6-1, at 1-6-1, and 12 lb down at 4-4-0, and 12 lb down at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=-20 September 10,2021 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 2729247-SOFEN Truss HJ91 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 2729247-SOFEN Job Reference (optional) T25304252 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:46 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-ytYqsivPSDsflmudJXbj21k3MvKTVfYMleNMUNyf43t Scale = 1:24.6 1 2 3 7 6 8 9 10 4 11 12 13 53x10 3x4 2x4 4x4 Special Special Special Special Special Special Special Special Special Special Special Special 5-1-3 5-1-3 9-9-5 4-8-2 -2-9-15 2-9-15 5-1-3 5-1-3 9-8-14 4-7-11 9-9-5 0-0-7 0-4-33-9-104.24 12 Plate Offsets (X,Y)-- [2:0-3-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.78 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.08 0.01 (loc) 2-7 2-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=1-4-4, 5=Mechanical Max Horz 2=368(LC 8) Max Uplift 4=-153(LC 8), 2=-658(LC 8), 5=-151(LC 8) Max Grav 4=154(LC 17), 2=984(LC 28), 5=462(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1567/327 BOT CHORD 2-7=-426/1106, 6-7=-426/1106 WEBS 3-7=0/362, 3-6=-1197/461 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); 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 153 lb uplift at joint 4, 658 lb uplift at joint 2 and 151 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 379 lb down and 240 lb up at 1-6-1, 379 lb down and 240 lb up at 1-6-1, 188 lb down and 56 lb up at 4-4-0, 188 lb down and 56 lb up at 4-4-0, and 206 lb down and 151 lb up at 7-1-15, and 206 lb down and 151 lb up at 7-1-15 on top chord, and at 1-6-1, at 1-6-1, 12 lb down at 4-4-0, 12 lb down at 4-4-0, and 36 lb down at 7-1-15, and 36 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 8=205(F=103, B=103) 10=-37(F=-18, B=-18) 13=-36(F=-18, B=-18) September 10,2021 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 2729247-SOFEN Truss HJ92 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304253 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-Q36C32w2DW_WNwTqtF6ybFHC4Jk9E7WW_I6w0pyf43s Scale = 1:22.5 1 2 3 7 6 8 9 10 4 11 12 13 52x4 3x4 2x4 3x4 Special Special Special Special Special Special Special Special Special Special Special Special 5-1-3 5-1-3 9-9-5 4-8-2 -0-8-8 0-8-8 5-1-3 5-1-3 9-8-14 4-7-10 9-9-5 0-0-7 0-4-33-9-104.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.56 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.09 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-8-13 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=281(LC 8) Max Uplift 4=-176(LC 8), 2=-357(LC 8), 5=-200(LC 8) Max Grav 4=166(LC 25), 2=551(LC 25), 5=380(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-998/423 BOT CHORD 2-7=-563/839, 6-7=-563/839 WEBS 3-7=0/305, 3-6=-915/614 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); 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 176 lb uplift at joint 4, 357 lb uplift at joint 2 and 200 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 121 lb down and 36 lb up at 1-6-1, 121 lb down and 36 lb up at 1-6-1, 166 lb down and 123 lb up at 4-4-0, 166 lb down and 123 lb up at 4-4-0, and 230 lb down and 223 lb up at 7-1-15, and 206 lb down and 151 lb up at 7-1-15 on top chord, and at 1-6-1, at 1-6-1, 12 lb down at 4-4-0, 12 lb down at 4-4-0, and 36 lb down at 7-1-15, and 36 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 10=-74(F=-18, B=-56) 13=-36(F=-18, B=-18) September 10,2021 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 2729247-SOFEN Truss T1 Truss Type HIP GIRDER Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304254 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:48 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-uGgaHNxg_q6M?420RydB7SpQwj?OzUFfDysTZGyf43r Scale = 1:73.9 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 6x8 4x8 6x8 4x6 4x8 6x8 2x4 8x10 5x12 2x4 5x6 4x4 8x10 8x10 7x8 2x4 8x10 4x8 5x6 Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special 3-9-4 3-9-4 7-0-0 3-2-12 10-0-0 3-0-0 13-0-0 3-0-0 17-4-13 4-4-13 22-7-3 5-2-6 27-0-0 4-4-13 33-0-0 6-0-0 36-2-12 3-2-12 40-0-0 3-9-4 -2-0-0 2-0-0 3-9-4 3-9-4 7-0-0 3-2-12 12-2-6 5-2-6 13-0-0 0-9-10 17-4-13 4-4-13 22-7-3 5-2-6 27-0-0 4-4-13 33-0-0 6-0-0 36-2-12 3-2-12 40-0-0 3-9-4 42-0-0 2-0-0 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-1-1], [4:0-4-0,0-1-15], [10:0-4-0,0-1-15], [12:0-3-4,0-0-1], [20:0-5-0,0-5-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.88 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.27 0.04 (loc) 14-15 14-15 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 283 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-7,7-10: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 5-21,9-14: 2x6 SP No.2, 6-17: 2x4 SP No.2 9-15,5-20: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-9 oc bracing. WEBS 1 Row at midpt 6-17, 6-20 REACTIONS. (size)2=0-8-0, 20=0-8-0, 12=0-8-0 Max Horz 2=253(LC 7) Max Uplift 2=-567(LC 25), 20=-2968(LC 8), 12=-1501(LC 8) Max Grav 2=558(LC 13), 20=4870(LC 29), 12=2249(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-438/363, 3-4=-241/450, 4-5=-223/405, 5-6=-1367/2719, 6-8=-2996/2081, 8-9=-3958/2637, 9-10=-3464/2151, 10-11=-3799/2297, 11-12=-3939/2334 BOT CHORD 2-21=-290/575, 20-21=-2690/1737, 18-20=-241/471, 17-18=-241/471, 15-17=-1711/2929, 14-15=-2267/3874, 12-14=-1834/3374 WEBS 3-21=-335/255, 4-21=-449/425, 5-21=-1460/2875, 6-18=-119/504, 6-17=-1815/2984, 8-17=-1093/835, 8-15=-702/1214, 9-14=-700/564, 10-14=-548/1248, 11-14=-345/402, 5-20=-1982/1309, 6-20=-3906/2432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); 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 567 lb uplift at joint 2, 2968 lb uplift at joint 20 and 1501 lb uplift at joint 12. Continued on page 2 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. September 10,2021 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 2729247-SOFEN Truss T1 Truss Type HIP GIRDER Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304254 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:49 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-MSEyUjxIl8EDcEdC_g8QgfMbg6LdixVpRcb05iyf43q NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 134 lb down and 142 lb up at 7-0-0, 134 lb down and 128 lb up at 9-0-12, 134 lb down and 128 lb up at 11-0-12, 134 lb down and 128 lb up at 13-0-12, 134 lb down and 128 lb up at 15-0-12, 134 lb down and 128 lb up at 17-0-12, 134 lb down and 128 lb up at 19-0-12, 134 lb down and 128 lb up at 20-11-4, 134 lb down and 128 lb up at 22-11-4, 134 lb down and 128 lb up at 24-11-4, 134 lb down and 128 lb up at 26-11-4, 134 lb down and 128 lb up at 28-11-4, and 134 lb down and 128 lb up at 30-11-4, and 250 lb down and 344 lb up at 33-0-0 on top chord, and 644 lb down and 275 lb up at 7-0-0, 183 lb down and 96 lb up at 9-0-12, 183 lb down and 96 lb up at 11-0-12, 183 lb down and 96 lb up at 15-0-12, 183 lb down and 96 lb up at 17-0-12, 183 lb down and 96 lb up at 19-0-12, 183 lb down and 96 lb up at 20-11-4, 183 lb down and 96 lb up at 22-11-4, 183 lb down and 96 lb up at 24-11-4, 183 lb down and 96 lb up at 26-11-4, 183 lb down and 96 lb up at 28-11-4, and 183 lb down and 96 lb up at 30-11-4, and 644 lb down and 275 lb up at 32-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-10=-70, 10-13=-70, 2-12=-20 Concentrated Loads (lb) Vert: 4=-16(B) 7=-16(B) 10=-71(B) 19=-164(B) 21=-413(B) 5=-16(B) 15=-164(B) 9=-16(B) 14=-413(B) 16=-164(B) 22=-16(B) 23=-16(B) 25=-16(B) 26=-16(B) 27=-16(B) 28=-16(B) 29=-16(B) 31=-16(B) 32=-16(B) 33=-164(B) 34=-164(B) 35=-164(B) 36=-164(B) 37=-164(B) 38=-164(B) 39=-164(B) 40=-164(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 2729247-SOFEN Truss T1GE Truss Type COMMON SUPPORTED GAB Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304255 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-?myV0q5qwqlW34YWhBME9BshVyelWXraCTVfW?yf43e Scale = 1:14.5 1 2 3 4 5 6 7 10 9 8 11 12 4x4 2x4 2x4 2x4 2x4 3x6 2x4 3x6 1-10-0 1-10-0 4-6-0 2-8-0 6-4-0 1-10-0 -0-6-0 0-6-0 1-10-0 1-10-0 3-2-0 1-4-0 4-6-0 1-4-0 6-4-0 1-10-0 6-10-0 0-6-0 0-4-31-11-30-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.03 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-4-0. (lb) - Max Horz 2=94(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-113(LC 12), 6=-113(LC 12), 10=-127(LC 12), 8=-127(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=-226/494, 5-8=-227/493 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -0-6-13 to 2-5-3, Exterior(2N) 2-5-3 to 3-2-0, Corner(3R) 3-2-0 to 6-4-0, Exterior(2N) 6-4-0 to 6-10-13 zone;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 113 lb uplift at joint 2, 113 lb uplift at joint 6, 127 lb uplift at joint 10 and 127 lb uplift at joint 8. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. September 10,2021 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 2729247-SOFEN Truss T2 Truss Type HIP Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304256 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-UyWtDA5Sh7tNgE7iFutTiPOibMpwFrujR7FC2Syf43d Scale = 1:72.4 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 5x8 5x8 3x6 3x6 3x8 2x4 5x12 3x6 5x8 8x10 3x6 5x12 3x8 2x4 3x6 3x6 9-0-0 9-0-0 13-0-0 4-0-0 20-0-0 7-0-0 27-0-0 7-0-0 31-0-0 4-0-0 40-0-0 9-0-0 -2-0-0 2-0-0 4-9-4 4-9-4 9-0-0 4-2-12 13-0-0 4-0-0 20-0-0 7-0-0 27-0-0 7-0-0 31-0-0 4-0-0 35-2-12 4-2-12 40-0-0 4-9-4 42-0-0 2-0-0 0-4-34-10-30-4-34-10-36.00 12 Plate Offsets (X,Y)-- [4:0-5-2,0-1-13], [6:0-5-0,0-3-3], [8:0-5-2,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.74 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.33 0.03 (loc) 10-12 10-12 10 l/defl >999 >979 n/a L/d 240 180 n/a PLATES MT20 Weight: 222 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-17,7-13: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. WEBS 1 Row at midpt 5-15, 7-15 REACTIONS. (size)2=0-8-0, 17=0-8-0, 10=0-8-0 Max Horz 2=-311(LC 10) Max Uplift 2=-440(LC 12), 17=-1265(LC 12), 10=-890(LC 12) Max Grav 2=474(LC 17), 17=2258(LC 1), 10=1274(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-158/261, 3-4=-124/432, 4-5=-31/376, 5-6=-790/708, 6-7=-790/708, 7-8=-1307/1029, 8-9=-1467/1049, 9-10=-1812/1278 BOT CHORD 2-18=-326/361, 17-18=-977/832, 15-17=-977/832, 13-15=-644/1355, 12-13=-644/1355, 10-12=-953/1501 WEBS 3-18=-477/492, 4-18=-376/311, 5-18=-545/941, 5-17=-2154/1474, 5-15=-1222/1933, 6-15=-515/490, 7-15=-717/485, 8-12=-200/410, 9-12=-387/433 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 9-0-0, Exterior(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 31-0-0, Exterior(2R) 31-0-0 to 36-7-14, Interior(1) 36-7-14 to 42-0-13 zone;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 440 lb uplift at joint 2, 1265 lb uplift at joint 17 and 890 lb uplift at joint 10. September 10,2021 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 2729247-SOFEN Truss T3 Truss Type HIP Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304257 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:20 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-yQcg?KJkRf8qr?VAJgChQC8n2c1qT_ZNawc9hPyf43L Scale = 1:72.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 5x8 5x8 3x6 3x6 3x4 2x4 3x4 7x10 2x4 5x8 2x4 2x4 7x10 3x4 3x4 2x4 3x6 3x6 5-9-4 5-9-4 11-0-0 5-2-12 13-0-0 2-0-0 20-0-0 7-0-0 27-0-0 7-0-0 29-0-0 2-0-0 34-2-12 5-2-12 40-0-0 5-9-4 -2-0-0 2-0-0 5-9-4 5-9-4 11-0-0 5-2-12 13-0-0 2-0-0 20-0-0 7-0-0 27-0-0 7-0-0 29-0-0 2-0-0 34-2-12 5-2-12 40-0-0 5-9-4 42-0-0 2-0-0 0-4-35-10-30-4-35-10-36.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [6:0-4-0,0-3-0], [8:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.44 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.16 0.04 (loc) 12-13 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 244 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-18,7-14: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-18 REACTIONS. (size)2=0-8-0, 18=0-8-0, 10=0-8-0 Max Horz 2=-367(LC 10) Max Uplift 2=-416(LC 12), 18=-1299(LC 12), 10=-879(LC 12) Max Grav 2=421(LC 17), 18=2336(LC 1), 10=1276(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-105/369, 3-4=-252/738, 4-5=-274/854, 5-6=-273/854, 6-7=-1108/960, 7-8=-1107/959, 8-9=-1279/961, 9-10=-1831/1187 BOT CHORD 2-20=-405/329, 19-20=-405/329, 18-19=-701/664, 16-18=-86/570, 14-16=-86/570, 13-14=-433/1049, 12-13=-866/1503, 10-12=-866/1503 WEBS 3-19=-700/552, 4-19=-225/360, 4-18=-874/545, 5-18=-416/434, 6-18=-1735/1133, 6-16=0/293, 6-14=-440/685, 7-14=-390/415, 8-13=-219/350, 9-13=-619/499 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 11-0-0, Exterior(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 29-0-0, Exterior(2R) 29-0-0 to 34-7-14, Interior(1) 34-7-14 to 42-0-13 zone;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 416 lb uplift at joint 2, 1299 lb uplift at joint 18 and 879 lb uplift at joint 10. September 10,2021 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 2729247-SOFEN Truss T4 Truss Type HIP Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304258 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:33 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-3wubjmTuNfn_u?_gZvxkSxB?msQg0r9HZSGLe9yf438 Scale = 1:73.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 4x8 8x10 8x10 4x8 3x6 3x6 4x4 2x4 8x12 2x4 4x8 8x12 4x4 2x4 3x6 3x6 6-9-4 6-9-4 13-0-0 6-2-12 20-0-0 7-0-0 27-0-0 7-0-0 33-2-12 6-2-12 40-0-0 6-9-4 -2-0-0 2-0-0 6-9-4 6-9-4 13-0-0 6-2-12 20-0-0 7-0-0 27-0-0 7-0-0 33-2-12 6-2-12 40-0-0 6-9-4 42-0-0 2-0-0 0-4-36-10-30-4-36-10-36.00 12 Plate Offsets (X,Y)-- [4:0-4-0,Edge], [5:0-7-13,0-3-2], [7:0-7-13,0-3-2], [8:0-4-0,Edge], [13:0-3-1,0-3-5], [17:0-3-7,0-3-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.58 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.15 0.04 (loc) 12-13 13-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 248 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-17,5-17,7-13,9-13: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-17 REACTIONS. (size)2=0-8-0, 17=0-8-0, 10=0-8-0 Max Horz 2=421(LC 11) Max Uplift 2=-440(LC 12), 17=-1275(LC 12), 10=-879(LC 12) Max Grav 2=430(LC 17), 17=2749(LC 17), 10=1459(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-76/405, 3-5=-288/1098, 5-6=-160/920, 6-7=-1118/899, 7-9=-1300/876, 9-10=-2092/1163 BOT CHORD 2-18=-459/304, 17-18=-459/304, 15-17=-24/495, 13-15=-24/495, 12-13=-829/1724, 10-12=-829/1724 WEBS 3-18=0/273, 3-17=-963/644, 5-17=-879/568, 6-17=-1912/1083, 6-15=0/368, 6-13=-380/758, 9-13=-875/599, 9-12=0/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 27-0-0, Exterior(2R) 27-0-0 to 32-7-14, Interior(1) 32-7-14 to 42-0-13 zone;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 440 lb uplift at joint 2, 1275 lb uplift at joint 17 and 879 lb uplift at joint 10. September 10,2021 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 2729247-SOFEN Truss T5 Truss Type HIP Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304259 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-QthUnUX1CBQG?mtdMSXv9?usOt6_hC60jjz6KMyf433 Scale = 1:73.6 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 4x6 6x8 6x8 4x6 5x6 5x8 3x4 2x4 4x8 4x4 4x8 3x4 2x4 5x8 5x6 7-9-4 7-9-4 15-0-0 7-2-12 25-0-0 10-0-0 32-2-12 7-2-12 40-0-0 7-9-4 -2-0-0 2-0-0 7-9-4 7-9-4 15-0-0 7-2-12 20-0-0 5-0-0 25-0-0 5-0-0 32-2-12 7-2-12 40-0-0 7-9-4 42-0-0 2-0-0 0-4-37-10-30-4-37-10-36.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-1], [4:0-3-0,Edge], [5:0-4-0,0-1-15], [7:0-4-0,0-1-15], [8:0-3-0,Edge], [10:0-3-4,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.70 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.42 0.12 (loc) 14-15 14-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 253 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 5-7: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-5 oc bracing. WEBS 1 Row at midpt 3-15, 6-15, 6-14, 9-14 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=477(LC 11) Max Uplift 2=-1297(LC 12), 10=-1297(LC 12) Max Grav 2=2277(LC 17), 10=2277(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3813/2212, 3-5=-2917/1874, 5-6=-2571/1820, 6-7=-2571/1820, 7-9=-2917/1874, 9-10=-3814/2211 BOT CHORD 2-17=-1675/3604, 15-17=-1675/3604, 14-15=-1246/2751, 12-14=-1744/3248, 10-12=-1744/3248 WEBS 3-17=0/296, 3-15=-987/684, 5-15=-396/909, 6-15=-371/252, 6-14=-370/252, 7-14=-396/908, 9-14=-989/684, 9-12=0/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 15-0-0, Exterior(2R) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 25-0-0, Exterior(2R) 25-0-0 to 30-7-14, Interior(1) 30-7-14 to 42-0-13 zone;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 1297 lb uplift at joint 2 and 1297 lb uplift at joint 10. September 10,2021 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 2729247-SOFEN Truss T6 Truss Type HIP Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304260 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-u4Fs_qYfzVY7cwSpwA28iCQ1CGOWQesAxNjgspyf432 Scale = 1:73.6 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 25 26 27 28 29 4x6 5x6 5x8 4x6 3x6 4x6 3x4 2x4 3x4 3x8 3x4 3x4 3x4 2x4 4x6 3x6 8-6-0 8-6-0 16-5-8 7-11-8 23-6-8 7-1-0 31-6-0 7-11-8 40-0-0 8-6-0 -2-0-0 2-0-0 5-10-3 5-10-3 11-1-13 5-3-11 16-5-8 5-3-11 23-6-8 7-1-0 28-10-3 5-3-11 34-1-13 5-3-11 40-0-0 5-10-3 42-0-0 2-0-0 0-4-38-6-150-4-38-6-156.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-3-8,0-2-4], [7:0-5-8,0-2-4], [9:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.93 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.41 0.14 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 222 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 6-7: 2x4 SP No.1 BOT CHORD 2x4 SP M 31 *Except* 14-17: 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 2-2-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-16, 8-15 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=521(LC 11) Max Uplift 2=-1297(LC 12), 11=-1297(LC 12) Max Grav 2=2304(LC 17), 11=2309(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3856/2212, 3-5=-3607/2140, 5-6=-2698/1835, 6-7=-2388/1754, 7-8=-2708/1834, 8-10=-3617/2140, 10-11=-3866/2212 BOT CHORD 2-18=-1698/3679, 16-18=-1382/3171, 15-16=-1018/2437, 13-15=-1444/2789, 11-13=-1760/3298 WEBS 3-18=-343/347, 5-18=-181/636, 5-16=-872/621, 6-16=-356/796, 7-16=-307/308, 7-15=-373/936, 8-15=-873/621, 8-13=-181/637, 10-13=-344/347 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 16-5-8, Exterior(2R) 16-5-8 to 22-1-6, Interior(1) 22-1-6 to 23-6-8, Exterior(2R) 23-6-8 to 29-2-6, Interior(1) 29-2-6 to 42-0-13 zone;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 1297 lb uplift at joint 2 and 1297 lb uplift at joint 11. September 10,2021 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 2729247-SOFEN Truss T7 Truss Type HIP Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304261 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-MGpEB9ZHkog_E300UtZNEQzJEgn090UJA1SDOFyf431 Scale = 1:74.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 25 26 27 3x6 6x8 3x6 5x6 4x8 6x8 7x8 5x6 3x6 4x4 2x4 3x4 6x8 6x8 3x4 3x4 4x4 3x4 3x4 4x4 9-9-4 9-9-4 19-0-0 9-2-12 20-11-1 1-11-0 26-0-13 5-1-13 30-7-3 4-6-5 35-5-0 4-9-14 37-4-0 1-11-0 40-0-0 2-8-0 -2-0-0 2-0-0 6-6-3 6-6-3 12-5-13 5-11-11 18-5-8 5-11-11 21-6-8 3-1-0 26-0-13 4-6-5 30-7-3 4-6-5 35-5-0 4-9-14 37-4-0 1-11-0 40-0-0 2-8-0 42-0-0 2-0-0 0-4-39-6-150-4-30-5-129-6-156.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-1], [6:0-2-0,0-3-12], [7:0-4-0,0-1-15], [15:0-3-12,0-2-0], [16:0-4-0,0-4-12], [19:0-5-4,0-3-8], [20:0-5-4,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.73 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 -0.37 0.13 (loc) 18 20-22 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 282 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 6-7: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 *Except* 2-21,20-21: 2x6 SP No.2, 13-15: 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. WEBS 1 Row at midpt 5-20, 8-19 REACTIONS. (size)2=0-8-0, 13=0-8-0 Max Horz 2=576(LC 11) Max Uplift 2=-1297(LC 12), 13=-1297(LC 12) Max Grav 2=2274(LC 17), 13=2258(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3814/2196, 3-5=-3492/2074, 5-6=-2366/1697, 6-7=-2196/1693, 7-8=-2436/1756, 8-9=-3135/2018, 9-11=-3831/2266, 11-12=-4765/2682, 12-13=-3730/2043 BOT CHORD 2-22=-1683/3694, 20-22=-1280/3050, 19-20=-837/2365, 18-19=-1288/2725, 17-18=-1688/3283, 16-17=-2206/4177, 15-16=-1613/3140, 13-15=-1611/3114 WEBS 3-22=-454/437, 5-22=-209/779, 5-20=-1069/727, 6-20=-248/415, 6-19=-269/633, 7-19=-523/880, 8-19=-1096/702, 9-17=-169/544, 11-17=-961/557, 11-16=-124/462, 12-16=-793/1255, 12-15=-724/450, 8-18=-307/798, 9-18=-925/544 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 18-5-3, Exterior(2E) 18-5-3 to 21-6-8, Exterior(2R) 21-6-8 to 27-2-6, Interior(1) 27-2-6 to 42-0-13 zone;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 1297 lb uplift at joint 2 and 1297 lb uplift at joint 13. September 10,2021 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 2729247-SOFEN Truss T8 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304262 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-Jfx?craYGQwiTNAObIbrJr2XaUP0dwucdLxKT7yf43? Scale = 1:39.9 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 23 4x8 4x8 5x6 7x8 4x4 4x6 3x4 2x4 3x8 2x4 3x4 10x12 Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special 3-9-4 3-9-4 7-0-0 3-2-12 10-8-0 3-8-0 14-4-0 3-8-0 15-8-0 1-4-0 18-4-4 2-8-4 21-0-0 2-7-12 21-4-0 0-4-0 -2-0-0 2-0-0 3-9-4 3-9-4 7-0-0 3-2-12 10-8-0 3-8-0 14-4-0 3-8-0 15-8-0 1-4-0 18-4-4 2-8-4 21-4-0 2-11-12 0-4-33-2-33-10-33-2-33-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-12,Edge], [4:0-5-4,0-2-0], [6:0-5-4,0-2-0], [9:0-3-1,0-3-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.95 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.24 0.08 (loc) 12-13 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-11: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 8-9: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (size)2=0-8-0, 9=0-3-8 Max Horz 2=324(LC 8) Max Uplift 2=-1463(LC 8), 9=-1430(LC 8) Max Grav 2=1999(LC 36), 9=2060(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3335/2171, 3-4=-3188/2151, 4-5=-3241/2334, 5-6=-3241/2334, 6-7=-3139/2220 BOT CHORD 2-13=-1991/2912, 12-13=-1952/2879, 10-12=-1948/2787, 9-10=-2069/2915 WEBS 3-13=-320/337, 4-13=-371/770, 4-12=-494/595, 5-12=-287/318, 6-12=-470/648, 6-10=-485/800, 7-10=-332/287, 7-9=-3182/2267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); 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 1463 lb uplift at joint 2 and 1430 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 129 lb down and 120 lb up at 7-0-0, 129 lb down and 109 lb up at 9-0-12, 129 lb down and 109 lb up at 10-8-0, 129 lb down and 109 lb up at 12-3-4, 129 lb down and 120 lb up at 14-4-0, and 306 lb down and 257 lb up at 16-2-3, and 139 lb down and 104 lb up at 18-2-3 on top chord, and 547 lb down and 388 lb up at 7-0-0, 216 lb down and 161 lb up at 9-0-12, 216 lb down and 161 lb up at 10-8-0, 216 lb down and 161 lb up at 12-3-4, 216 lb down and 161 lb up at 14-3-4, 28 lb up at 16-2-3, and 196 lb down and 145 lb up at 18-2-3, and 146 lb down and 89 lb up at 19-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 September 10,2021 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 2729247-SOFEN Truss T8 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304262 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:42 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-Jfx?craYGQwiTNAObIbrJr2XaUP0dwucdLxKT7yf43? LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 6-7=-70, 7-8=-70, 2-9=-20 Concentrated Loads (lb) Vert: 4=-7(B) 6=-7(B) 11=-200(B) 13=-515(B) 12=-200(B) 5=-7(B) 10=-200(B) 14=-7(B) 15=-7(B) 18=-228(B) 19=-10(B) 20=-200(B) 21=23(B) 22=-196(B) 23=-141(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 2729247-SOFEN Truss T9 Truss Type ROOF SPECIAL Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304263 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-Jfx?craYGQwiTNAObIbrJr2XBUSjd?qcdLxKT6yf43? Scale = 1:39.9 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 4x6 5x6 5x12 7x8 4x4 3x4 3x8 2x4 3x4 8x12 5x6 9-0-0 9-0-0 12-4-0 3-4-0 13-8-0 1-4-0 21-0-0 7-4-0 21-4-0 0-4-0 -2-0-0 2-0-0 4-9-4 4-9-4 9-0-0 4-2-12 12-4-0 3-4-0 13-8-0 1-4-0 21-4-0 7-8-0 0-4-34-2-34-10-34-2-34-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-8,Edge], [5:0-3-0,0-2-0], [8:0-3-8,0-2-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.71 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.31 0.04 (loc) 2-11 2-11 8 l/defl >999 >792 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-8: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-6 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS. (size)2=0-8-0, 8=0-3-8 Max Horz 2=397(LC 12) Max Uplift 2=-785(LC 12), 8=-559(LC 12) Max Grav 2=1106(LC 17), 8=915(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1525/1267, 3-4=-1213/1025, 4-5=-1083/1021, 5-6=-1358/1254, 7-8=-261/320 BOT CHORD 2-11=-1363/1389, 9-11=-922/1015, 8-9=-1041/1155 WEBS 3-11=-382/455, 4-11=-76/306, 6-9=-389/465, 5-9=-434/515, 6-8=-1231/1113 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 9-0-0, Exterior(2R) 9-0-0 to 12-0-0, Interior(1) 12-0-0 to 12-4-0, Exterior(2E) 12-4-0 to 13-8-0, Interior(1) 13-8-0 to 20-10-8 zone;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 785 lb uplift at joint 2 and 559 lb uplift at joint 8. September 10,2021 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 2729247-SOFEN Truss T10 Truss Type ROOF SPECIAL Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304264 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:49 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-MSEyUjxIl8EDcEdC_g8QgfMdx6Wxi5LpRcb05iyf43q Scale = 1:18.5 1 2 3 4 9 8 7 6 10 5 4x4 4x4 4x4 2x4 2x4 3x4 3-1-1 3-1-1 4-5-1 1-4-0 7-0-0 2-6-15 -0-6-0 0-6-0 3-1-1 3-1-1 4-5-1 1-4-0 7-0-0 2-6-15 0-4-31-10-113-2-32-9-83-2-31-10-116.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.25 0.16 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 2-9 2-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-13 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0, 7=Mechanical Max Horz 2=236(LC 12) Max Uplift 5=-90(LC 12), 2=-229(LC 12), 7=-125(LC 12) Max Grav 5=94(LC 17), 2=367(LC 17), 7=230(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-393/282, 3-4=-359/326 BOT CHORD 2-9=-526/435, 8-9=-518/436, 7-8=-512/428 WEBS 4-7=-510/610 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-13 to 2-5-3, Interior(1) 2-5-3 to 3-1-1, Exterior(2E) 3-1-1 to 4-5-1, Interior(1) 4-5-1 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 5, 229 lb uplift at joint 2 and 125 lb uplift at joint 7. September 10,2021 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 2729247-SOFEN Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304265 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-qeoKi3ywWRM4EOCPYNgfCtvi3WndRXJygGLad8yf43p Scale = 1:19.0 1 2 3 4 7 8 9 5 6 4x6 6x8 4x4 3x4 5-1-1 5-1-1 7-0-0 1-10-15 -0-6-0 0-6-0 5-1-1 5-1-1 6-5-1 1-4-0 7-0-0 0-6-15 0-4-32-10-113-2-32-9-83-2-32-10-116.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.45 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.06 -0.00 (loc) 2-7 2-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=236(LC 12) Max Uplift 5=-219(LC 12), 2=-230(LC 12), 6=-8(LC 17) Max Grav 5=322(LC 17), 2=376(LC 17), 6=5(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-297/149, 3-4=-241/279 BOT CHORD 2-7=-356/281 WEBS 3-7=-428/666, 4-7=-764/616 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-13 to 2-5-3, Interior(1) 2-5-3 to 5-1-1, Exterior(2E) 5-1-1 to 6-5-1, Interior(1) 6-5-1 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 219 lb uplift at joint 5, 230 lb uplift at joint 2 and 8 lb uplift at joint 6. September 10,2021 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 2729247-SOFEN Truss T12 Truss Type HIP GIRDER Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304266 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:51 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-IrLjvPzYGlVxsXnb64Bul4Rsow6JA?M5vw479byf43o Scale = 1:26.9 1 2 3 4 5 6 8 7 9 10 11 4x8 4x6 3x4 3x4 2x4 3x4 Special Special Special Special Special Special 5-0-0 5-0-0 8-8-0 3-8-0 13-8-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 8-8-0 3-8-0 13-8-0 5-0-0 14-2-0 0-6-0 0-4-32-10-30-4-32-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [3:0-5-4,0-2-0], [5:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.48 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.07 0.03 (loc) 7-8 5-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-7 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=171(LC 24) Max Uplift 2=-911(LC 8), 5=-711(LC 8) Max Grav 2=1140(LC 29), 5=1020(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1593/1010, 3-4=-1412/1018, 4-5=-1631/1066 BOT CHORD 2-8=-811/1401, 7-8=-815/1418, 5-7=-804/1369 WEBS 3-8=-66/378, 4-7=-76/388 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); 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 911 lb uplift at joint 2 and 711 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down and 221 lb up at 5-0-0, and 205 lb down and 211 lb up at 6-10-0, and 262 lb down and 342 lb up at 8-8-0 on top chord, and 217 lb down and 141 lb up at 5-0-0, and 52 lb down at 6-10-0, and 217 lb down and 141 lb up at 8-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 2-5=-20 Concentrated Loads (lb) Vert: 3=-85(F) 4=-85(F) 8=-205(F) 7=-205(F) 10=-85(F) 11=-26(F) September 10,2021 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 2729247-SOFEN Truss T13 Truss Type ROOF SPECIAL Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304267 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-m1v57l_A13doUhMngoi7II_zUKNjvHuF8Zqgi1yf43n Scale = 1:75.1 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 4x6 5x6 4x6 5x6 4x8 6x8 7x8 5x6 3x6 4x4 2x4 3x4 7x8 3x8 3x4 4x4 3x4 3x4 9-9-4 9-9-4 19-0-0 9-2-12 22-11-1 3-11-0 28-2-0 5-3-0 33-5-0 5-3-0 37-4-0 3-11-0 40-0-0 2-8-0 -2-0-0 2-0-0 7-0-5 7-0-5 13-6-3 6-5-13 20-0-0 6-5-13 22-11-1 2-11-1 28-2-0 5-3-0 33-5-0 5-3-0 37-4-0 3-11-0 40-0-0 2-8-0 42-0-0 2-0-0 0-4-310-4-30-4-30-11-126.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-1], [4:0-3-0,Edge], [9:0-3-0,Edge], [14:0-4-0,0-3-0], [15:0-4-0,0-4-12], [17:0-5-4,0-4-0], [18:0-2-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.79 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.51 0.20 (loc) 17 18-20 12 l/defl >999 >931 n/a L/d 240 180 n/a PLATES MT20 Weight: 268 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 9-13: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 12-14: 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 4-6-0 oc bracing. WEBS 1 Row at midpt 5-18, 6-18, 7-18, 8-17 REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=621(LC 11) Max Uplift 2=-1297(LC 12), 12=-1297(LC 12) Max Grav 2=2273(LC 17), 12=2255(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3791/2137, 3-5=-3502/2064, 5-6=-2362/1724, 6-7=-2145/1650, 7-8=-2847/1911, 8-10=-3792/2254, 10-11=-5213/2901, 11-12=-3799/2070 BOT CHORD 2-20=-1637/3699, 18-20=-1201/2955, 17-18=-1115/2752, 16-17=-1592/3254, 15-16=-2335/4513, 14-15=-1655/3227, 12-14=-1651/3193 WEBS 3-20=-481/463, 5-20=-288/895, 5-18=-1086/771, 6-18=-1154/1696, 7-18=-1706/1021, 7-17=-708/1534, 8-17=-1253/721, 8-16=-291/826, 10-16=-1426/817, 10-15=-314/849, 11-15=-874/1455, 11-14=-694/458 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 42-0-13 zone;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 1297 lb uplift at joint 2 and 1297 lb uplift at joint 12. September 10,2021 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 2729247-SOFEN Truss T14 Truss Type ROOF SPECIAL Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304268 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:54 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-jQ1rXR?RZgtWj?VAnDkbNj3J_72LNA?YbtJnmvyf43l Scale = 1:72.4 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 4x6 5x6 3x6 5x6 5x8 6x8 7x8 5x6 3x6 4x4 2x4 3x4 7x8 3x8 4x4 3x4 9-9-4 9-9-4 19-0-0 9-2-12 24-11-1 5-11-0 31-5-0 6-6-0 37-4-0 5-11-0 40-0-0 2-8-0 -2-0-0 2-0-0 7-0-5 7-0-5 13-6-3 6-5-13 20-0-0 6-5-13 24-11-1 4-11-1 31-5-0 6-6-0 37-4-0 5-11-0 40-0-0 2-8-0 42-0-0 2-0-0 0-4-310-4-30-4-31-5-126.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-1], [4:0-3-0,Edge], [13:0-3-0,0-3-0], [14:0-4-0,0-4-8], [15:0-5-4,0-4-0], [16:0-2-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.85 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.37 -0.53 0.23 (loc) 15 14-15 11 l/defl >999 >893 n/a L/d 240 180 n/a PLATES MT20 Weight: 256 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-8,8-12: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 10-14: 2x4 SP M 31 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-11 oc bracing. WEBS 1 Row at midpt 5-16, 6-16, 7-16, 9-15 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=621(LC 11) Max Uplift 2=-1297(LC 12), 11=-1297(LC 12) Max Grav 2=2273(LC 17), 11=2255(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3792/2137, 3-5=-3504/2064, 5-6=-2362/1723, 6-7=-2196/1632, 7-9=-3456/2135, 9-10=-5377/2982, 10-11=-3893/2144 BOT CHORD 2-18=-1638/3700, 16-18=-1200/2956, 15-16=-1449/3255, 14-15=-2362/4608, 13-14=-1750/3352, 11-13=-1746/3306 WEBS 3-18=-481/464, 5-18=-290/896, 5-16=-1087/769, 6-16=-1057/1624, 7-16=-2072/1191, 7-15=-727/1714, 9-15=-1908/1073, 9-14=-393/1105, 10-14=-831/1571, 10-13=-697/508 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 42-0-13 zone;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 1297 lb uplift at joint 2 and 1297 lb uplift at joint 11. September 10,2021 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 2729247-SOFEN Truss T15 Truss Type ROOF SPECIAL Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304269 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-BcbDln03K_?NL94MLwFqvwcZUXNW6e6hqX2LIMyf43k Scale = 1:72.4 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 4x6 5x6 4x6 5x6 5x8 7x8 7x8 5x6 3x8 4x4 2x4 3x4 7x8 5x6 4x4 3x4 9-9-4 9-9-4 19-0-0 9-2-12 26-1-8 7-1-8 30-2-9 4-1-0 37-4-0 7-1-8 40-0-0 2-8-0 -2-0-0 2-0-0 7-0-5 7-0-5 13-6-3 6-5-13 20-0-0 6-5-13 26-1-8 6-1-8 30-2-9 4-1-0 37-4-0 7-1-8 40-0-0 2-8-0 42-0-0 2-0-0 0-4-310-4-30-4-31-9-66.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-1], [4:0-3-0,Edge], [8:0-3-0,Edge], [11:0-4-12,0-1-8], [13:0-3-0,0-3-0], [14:0-4-0,0-4-8], [15:0-5-4,0-4-8], [16:0-2-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.92 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.37 -0.53 0.24 (loc) 15 15-16 11 l/defl >999 >887 n/a L/d 240 180 n/a PLATES MT20 Weight: 254 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-16 2 Rows at 1/3 pts 7-16 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=621(LC 11) Max Uplift 2=-1297(LC 12), 11=-1297(LC 12) Max Grav 2=2272(LC 17), 11=2255(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3793/2140, 3-5=-3504/2066, 5-6=-2363/1723, 6-7=-2222/1614, 7-9=-3892/2383, 9-10=-5324/2952, 10-11=-4010/2233 BOT CHORD 2-18=-1640/3702, 16-18=-1199/2956, 15-16=-1694/3634, 14-15=-2299/4533, 13-14=-1864/3503, 11-13=-1862/3451 WEBS 3-18=-485/466, 5-18=-294/896, 5-16=-1085/764, 6-16=-978/1593, 7-16=-2372/1341, 7-15=-904/2016, 9-15=-1599/882, 9-14=-439/1147, 10-14=-664/1502, 10-13=-708/562 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 42-0-13 zone;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 1297 lb uplift at joint 2 and 1297 lb uplift at joint 11. September 10,2021 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 2729247-SOFEN Truss T16 Truss Type ROOF SPECIAL Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304270 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:56 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-fo9cy71h5H7EyJfYvem3S88fTxkkr69q2Bouroyf43j Scale = 1:72.4 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 20 21 22 23 24 4x6 5x6 4x6 5x6 5x8 6x8 7x8 5x6 3x6 4x4 2x4 3x4 7x8 3x8 3x8 2x4 3x4 9-9-4 9-9-4 19-0-0 9-2-12 24-1-8 5-1-8 32-2-9 8-1-0 37-4-0 5-1-8 40-0-0 2-8-0 -2-0-0 2-0-0 7-0-5 7-0-5 13-6-3 6-5-13 20-0-0 6-5-13 24-1-8 4-1-8 28-2-0 4-0-8 32-2-9 4-0-8 37-4-0 5-1-8 40-0-0 2-8-0 42-0-0 2-0-0 0-4-310-4-30-4-31-3-66.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-1], [4:0-3-0,Edge], [9:0-3-0,Edge], [14:0-3-0,0-3-0], [15:0-5-4,0-4-4], [16:0-5-4,0-3-8], [17:0-2-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.85 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.53 0.20 (loc) 15-16 15-16 12 l/defl >999 >896 n/a L/d 240 180 n/a PLATES MT20 Weight: 262 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-9,9-13: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 15-16,14-15: 2x6 SP M 26, 12-14: 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 4-4-0 oc bracing. WEBS 1 Row at midpt 5-17, 6-17, 7-17 REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=621(LC 11) Max Uplift 2=-1297(LC 12), 12=-1297(LC 12) Max Grav 2=2272(LC 17), 12=2255(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3791/2137, 3-5=-3503/2064, 5-6=-2361/1733, 6-7=-2160/1635, 7-8=-3163/2051, 8-10=-5381/3168, 10-11=-5318/2941, 11-12=-3880/2143 BOT CHORD 2-19=-1638/3699, 17-19=-1200/2955, 16-17=-1304/3038, 15-16=-1695/3386, 14-15=-1742/3334, 12-14=-1739/3293 WEBS 3-19=-481/464, 5-19=-289/897, 5-17=-1086/768, 6-17=-1086/1633, 7-17=-1888/1097, 7-16=-763/1706, 8-16=-1086/682, 8-15=-1035/1980, 10-15=-420/424, 11-15=-792/1492, 11-14=-711/489 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2R) 20-0-0 to 24-3-4, Interior(1) 24-3-4 to 42-0-13 zone;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 1297 lb uplift at joint 2 and 1297 lb uplift at joint 12. September 10,2021 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 2729247-SOFEN Truss T17 Truss Type ROOF SPECIAL Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304271 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-7_j_AS2JsbF5aSElSLII?LhqEL6IaZS_HrXRNEyf43i Scale = 1:73.6 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 4x6 5x6 4x6 5x6 5x8 6x8 7x8 5x6 3x6 4x4 2x4 3x4 7x8 3x6 3x4 4x4 3x4 3x4 9-9-4 9-9-4 19-0-0 9-2-12 22-1-8 3-1-8 28-2-0 6-0-8 34-2-9 6-0-8 37-4-0 3-1-8 40-0-0 2-8-0 -2-0-0 2-0-0 7-0-5 7-0-5 13-6-3 6-5-13 20-0-0 6-5-13 22-1-8 2-1-8 28-2-0 6-0-8 34-2-9 6-0-8 37-4-0 3-1-8 40-0-0 2-8-0 42-0-0 2-0-0 0-4-310-4-30-4-30-9-66.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-1], [4:0-3-0,Edge], [9:0-3-0,Edge], [14:0-4-0,0-3-0], [15:0-4-0,0-4-12], [17:0-5-4,0-3-12], [18:0-2-4,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.77 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.34 -0.49 0.19 (loc) 17 18-20 12 l/defl >999 >956 n/a L/d 240 180 n/a PLATES MT20 Weight: 270 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 9-13: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 12-14: 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 4-7-1 oc bracing. WEBS 1 Row at midpt 5-18, 6-18, 7-18, 8-17, 10-16 REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=621(LC 11) Max Uplift 2=-1297(LC 12), 12=-1297(LC 12) Max Grav 2=2272(LC 17), 12=2255(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3790/2137, 3-5=-3502/2064, 5-6=-2363/1724, 6-7=-2118/1666, 7-8=-2693/1835, 8-10=-3682/2183, 10-11=-5106/2841, 11-12=-3755/2036 BOT CHORD 2-20=-1637/3699, 18-20=-1201/2955, 17-18=-1004/2593, 16-17=-1547/3143, 15-16=-2312/4444, 14-15=-1613/3172, 12-14=-1610/3141 WEBS 3-20=-482/464, 5-20=-288/894, 5-18=-1083/768, 6-18=-1228/1753, 7-18=-1643/1018, 7-17=-671/1445, 8-17=-1292/757, 8-16=-221/751, 10-16=-1411/814, 10-15=-245/731, 11-15=-890/1446, 11-14=-698/437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 42-0-13 zone;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 1297 lb uplift at joint 2 and 1297 lb uplift at joint 12. September 10,2021 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 2729247-SOFEN Truss T18 Truss Type ROOF SPECIAL Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304272 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:34:59 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-3Nqkb83ZOCVppmO7amKm4mmAk8nu2T1Hl90YR7yf43g Scale = 1:76.1 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 4x6 5x8 5x6 5x8 7x8 5x8 4x8 7x8 5x6 3x6 4x4 2x4 3x4 3x4 3x4 3x4 5x6 4x4 4x4 9-9-4 9-9-4 19-0-0 9-2-12 20-1-8 1-1-8 25-4-14 5-3-5 28-2-0 2-9-3 30-9-11 2-7-11 36-2-9 5-4-14 37-4-0 1-1-8 40-0-0 2-8-0 -2-0-0 2-0-0 7-0-5 7-0-5 13-6-3 6-5-13 20-0-0 6-5-13 25-4-14 5-4-14 30-9-11 5-4-14 36-2-9 5-4-14 37-4-0 1-1-8 40-0-0 2-8-0 42-0-0 2-0-0 0-4-310-4-30-4-30-3-66.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-1], [4:0-3-0,Edge], [8:0-3-0,0-3-0], [13:0-3-0,0-3-0], [14:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.76 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.29 -0.45 0.15 (loc) 17-18 19-21 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 274 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 11-13: 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 4-8-1 oc bracing. WEBS 1 Row at midpt 5-19, 6-18, 7-18 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=621(LC 11) Max Uplift 2=-1297(LC 12), 11=-1297(LC 12) Max Grav 2=2287(LC 17), 11=2277(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3819/2137, 3-5=-3531/2064, 5-6=-2399/1725, 6-7=-2347/1697, 7-8=-3028/1922, 8-9=-3762/2155, 9-10=-4496/2460, 10-11=-3738/1993 BOT CHORD 2-21=-1637/3724, 19-21=-1201/2985, 18-19=-733/2269, 17-18=-1184/2669, 15-17=-1606/3220, 14-15=-2071/4000, 13-14=-1564/3141, 11-13=-1561/3112 WEBS 3-21=-479/463, 5-21=-288/888, 5-19=-1086/769, 6-19=-396/628, 6-18=-712/1286, 7-18=-1217/761, 10-14=-801/1236, 10-13=-790/465, 8-15=-96/451, 9-15=-818/488, 7-17=-283/825, 8-17=-923/538 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 42-0-13 zone;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 1297 lb uplift at joint 2 and 1297 lb uplift at joint 11. September 10,2021 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 2729247-SOFEN Truss T19 Truss Type COMMON Qty 8 Ply 1 2729247-SOFEN Job Reference (optional) T25304273 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-XZO6oU4B9WdfRwzK8Tr?c_JTYY5anzUQzpm6_Zyf43f Scale = 1:71.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 24 4x6 5x6 4x6 3x6 5x6 WB 3x8 3x4 3x4 2x4 3x4 3x4 2x4 5x6 WB 3x6 10-3-4 10-3-4 20-0-0 9-8-12 29-8-12 9-8-12 40-0-0 10-3-4 -2-0-0 2-0-0 7-0-5 7-0-5 13-6-3 6-5-13 20-0-0 6-5-13 26-5-13 6-5-13 32-11-11 6-5-13 40-0-0 7-0-5 42-0-0 2-0-0 0-4-310-4-30-4-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [8:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.86 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.52 0.14 (loc) 12-14 12-14 10 l/defl >999 >903 n/a L/d 240 180 n/a PLATES MT20 Weight: 212 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 *Except* 13-15: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-13 oc bracing. WEBS 1 Row at midpt 6-14, 7-14, 5-14 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=620(LC 11) Max Uplift 2=-1297(LC 12), 10=-1297(LC 12) Max Grav 2=2295(LC 17), 10=2295(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3771/2114, 3-5=-3449/2014, 5-6=-2345/1655, 6-7=-2345/1655, 7-9=-3450/2014, 9-10=-3772/2114 BOT CHORD 2-16=-1614/3675, 14-16=-1185/2980, 12-14=-1229/2617, 10-12=-1658/3211 WEBS 6-14=-972/1615, 7-14=-1113/775, 7-12=-258/838, 9-12=-483/458, 5-14=-1112/775, 5-16=-258/838, 3-16=-483/459 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 42-0-13 zone;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 1297 lb uplift at joint 2 and 1297 lb uplift at joint 10. September 10,2021 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 2729247-SOFEN Truss T20 Truss Type ROOF SPECIAL Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304274 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-y84FQW64SR?EINhvpcPiEcxzom9h_JGsfn_mbuyf43c Scale = 1:75.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 22 23 24 25 26 27 28 4x6 5x6 3x6 5x6 5x8 7x8 6x8 6x8 5x6 3x6 4x4 2x4 3x4 4x8 5x6 4x4 4x4 2x4 3x4 9-5-11 9-5-11 20-0-0 10-6-5 27-4-0 7-4-0 27-11-9 0-7-8 36-8-8 8-8-15 37-4-0 0-7-8 40-0-0 2-8-0 -2-0-0 2-0-0 7-0-5 7-0-5 13-6-3 6-5-13 20-0-0 6-5-13 27-4-0 7-4-0 27-11-9 0-7-8 32-4-0 4-4-8 36-8-8 4-4-8 37-4-0 0-7-8 40-0-0 2-8-0 42-0-0 2-0-0 0-4-310-4-30-4-30-1-146.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-1], [4:0-3-0,Edge], [15:0-3-12,0-2-0], [16:0-5-4,0-3-8], [17:0-5-4,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.77 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.45 0.14 (loc) 19-21 19-21 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 269 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-1 oc bracing. WEBS 1 Row at midpt 5-19, 6-19, 7-19 REACTIONS. (size)2=0-8-0, 13=0-8-0 Max Horz 2=621(LC 11) Max Uplift 2=-1297(LC 12), 13=-1297(LC 12) Max Grav 2=2293(LC 17), 13=2287(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3854/2136, 3-5=-3593/2089, 5-6=-2352/1662, 6-7=-2368/1650, 7-8=-2951/1898, 8-10=-3295/1993, 10-11=-4352/2401, 11-12=-4266/2255, 12-13=-3773/2005 BOT CHORD 2-21=-1637/3755, 19-21=-1199/2989, 18-19=-1312/2724, 17-18=-1340/2873, 16-17=-1695/3263, 15-16=-1565/3174, 13-15=-1572/3142 WEBS 3-21=-475/461, 5-21=-316/938, 5-19=-1109/783, 6-19=-950/1617, 7-19=-1224/815, 7-18=-16/366, 8-18=-757/221, 8-17=-465/1100, 10-17=-648/475, 10-16=-242/705, 11-16=-271/350, 12-16=-681/1145, 12-15=-838/380 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 42-0-13 zone;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 1297 lb uplift at joint 2 and 1297 lb uplift at joint 13. September 10,2021 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 2729247-SOFEN Truss T21 Truss Type ROOF SPECIAL Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304275 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-QLedes7iDl75wXG5NJwxnqU0a9Tsji40uRkJ7Kyf43b Scale = 1:72.5 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 27 4x6 5x6 4x6 5x6 5x8 7x8 7x8 7x8 5x6 3x6 4x4 2x4 3x4 4x8 3x4 3x6 3x4 3x4 9-5-11 9-5-11 20-0-0 10-6-5 27-4-0 7-4-0 29-11-9 2-7-8 34-8-8 4-8-15 37-4-0 2-7-8 40-0-0 2-8-0 -2-0-0 2-0-0 7-0-5 7-0-5 13-6-3 6-5-13 20-0-0 6-5-13 27-4-0 7-4-0 29-11-9 2-7-8 34-8-8 4-8-15 37-4-0 2-7-8 40-0-0 2-8-0 42-0-0 2-0-0 0-4-310-4-30-4-30-7-146.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-1], [4:0-3-0,Edge], [9:0-3-0,Edge], [14:0-3-12,0-2-0], [15:0-4-0,0-4-12], [16:0-5-4,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.77 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.29 -0.51 0.16 (loc) 18-20 18-20 12 l/defl >999 >920 n/a L/d 240 180 n/a PLATES MT20 Weight: 261 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-9: 2x4 SP No.1, 9-13: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 12-14: 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 4-7-7 oc bracing. WEBS 1 Row at midpt 5-18, 6-18, 7-18 REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=621(LC 11) Max Uplift 2=-1297(LC 12), 12=-1297(LC 12) Max Grav 2=2293(LC 17), 12=2287(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3850/2135, 3-5=-3589/2087, 5-6=-2355/1663, 6-7=-2368/1647, 7-8=-3123/1974, 8-10=-3917/2251, 10-11=-5085/2779, 11-12=-3803/2026 BOT CHORD 2-20=-1635/3751, 18-20=-1199/2989, 17-18=-1297/2706, 16-17=-1716/3498, 15-16=-2269/4437, 14-15=-1600/3208, 12-14=-1597/3178 WEBS 3-20=-472/462, 5-20=-314/932, 5-18=-1105/781, 6-18=-938/1612, 7-18=-1185/793, 7-17=-200/645, 8-17=-1485/734, 8-16=-653/1437, 10-16=-1194/686, 10-15=-207/653, 11-15=-859/1417, 11-14=-725/436 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 42-0-13 zone;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 1297 lb uplift at joint 2 and 1297 lb uplift at joint 12. September 10,2021 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 2729247-SOFEN Truss T22 Truss Type ROOF SPECIAL Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304276 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-MjlO3X9ykMNp9rQTUkyPsFZM3z9OBeiJMlDQBDyf43Z Scale = 1:72.4 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 27 4x6 5x6 3x6 5x6 5x8 7x8 7x8 7x8 5x6 3x6 4x4 2x4 3x4 4x8 3x4 5x6 3x4 3x4 9-5-11 9-5-11 20-0-0 10-6-5 27-4-0 7-4-0 31-11-9 4-7-8 32-8-8 0-8-15 37-4-0 4-7-8 40-0-0 2-8-0 -2-0-0 2-0-0 7-0-5 7-0-5 13-6-3 6-5-13 20-0-0 6-5-13 27-4-0 7-4-0 31-11-9 4-7-8 32-8-8 0-8-15 37-4-0 4-7-8 40-0-0 2-8-0 42-0-0 2-0-0 0-4-310-4-30-4-31-1-146.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-1], [4:0-3-0,Edge], [14:0-3-0,0-3-0], [15:0-5-12,0-4-12], [16:0-4-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.83 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.53 0.19 (loc) 18-20 18-20 12 l/defl >999 >897 n/a L/d 240 180 n/a PLATES MT20 Weight: 260 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-8,8-13: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 12-14: 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 4-5-1 oc bracing. WEBS 1 Row at midpt 5-18, 6-18, 7-18, 9-17 REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=621(LC 11) Max Uplift 2=-1297(LC 12), 12=-1297(LC 12) Max Grav 2=2293(LC 17), 12=2287(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3850/2134, 3-5=-3589/2087, 5-6=-2355/1663, 6-7=-2369/1648, 7-9=-3140/1955, 9-10=-5027/2873, 10-11=-5351/2919, 11-12=-3913/2104 BOT CHORD 2-20=-1635/3751, 18-20=-1199/2989, 17-18=-1298/2708, 16-17=-2179/4395, 15-16=-2361/4683, 14-15=-1696/3343, 12-14=-1693/3306 WEBS 3-20=-472/462, 5-20=-313/932, 5-18=-1104/781, 6-18=-941/1613, 7-18=-1191/795, 7-17=-156/605, 9-17=-2144/1089, 9-16=-1125/2170, 10-15=-312/788, 11-15=-837/1466, 11-14=-692/469, 10-16=-986/600 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 42-0-13 zone;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 1297 lb uplift at joint 2 and 1297 lb uplift at joint 12. September 10,2021 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 2729247-SOFEN Truss T23 Truss Type ROOF SPECIAL Qty 2 Ply 1 2729247-SOFEN Job Reference (optional) T25304277 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-qwJmGt9aVgWgn??g2RTePS6XpNUVw4USaPyzkfyf43Y Scale = 1:72.4 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 25 4x6 5x6 3x6 5x6 5x8 6x8 5x6 3x6 4x4 2x4 3x4 4x8 3x4 4x8 6x8 3x4 9-5-11 9-5-11 20-0-0 10-6-5 27-4-0 7-4-0 32-4-0 5-0-0 37-4-0 5-0-0 40-0-0 2-8-0 -2-0-0 2-0-0 7-0-5 7-0-5 13-6-3 6-5-13 20-0-0 6-5-13 27-4-0 7-4-0 32-4-0 5-0-0 37-4-0 5-0-0 40-0-0 2-8-0 42-0-0 2-0-0 0-4-310-4-30-4-31-3-06.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-1], [4:0-3-0,Edge], [13:0-3-0,0-3-0], [14:0-5-8,0-2-8], [15:0-4-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.84 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.31 -0.53 0.20 (loc) 14-15 16-18 11 l/defl >999 >885 n/a L/d 240 180 n/a PLATES MT20 Weight: 254 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-8,8-12: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 11-13: 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 4-4-8 oc bracing. WEBS 1 Row at midpt 5-16, 6-16, 7-16, 9-15 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=621(LC 11) Max Uplift 2=-1297(LC 12), 11=-1297(LC 12) Max Grav 2=2293(LC 17), 11=2287(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3850/2134, 3-5=-3589/2087, 5-6=-2355/1663, 6-7=-2369/1648, 7-9=-3169/1958, 9-10=-5407/2939, 10-11=-3930/2123 BOT CHORD 2-18=-1635/3751, 16-18=-1199/2989, 15-16=-1297/2711, 14-15=-2433/4856, 13-14=-1721/3367, 11-13=-1718/3327 WEBS 3-18=-472/462, 5-18=-314/932, 5-16=-1105/781, 6-16=-940/1614, 7-16=-1194/794, 7-15=-168/609, 9-15=-2554/1325, 9-14=-954/2162, 10-14=-833/1528, 10-13=-703/487 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 42-0-13 zone;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 1297 lb uplift at joint 2 and 1297 lb uplift at joint 11. September 10,2021 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 2729247-SOFEN Truss T24 Truss Type ROOF SPECIAL Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304278 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-I6t8UDADGzeXO9asc9_txgeiZnqifYzbp3iXG6yf43X Scale = 1:72.4 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 27 4x6 5x6 3x6 5x6 5x8 6x8 10x14 5x6 3x6 4x4 2x4 3x4 4x8 3x4 5x6 3x4 3x4 9-5-11 9-5-11 20-0-0 10-6-5 27-4-0 7-4-0 32-2-0 4-10-0 32-6-1 0-4-1 37-4-0 4-10-0 40-0-0 2-8-0 -2-0-0 2-0-0 7-0-5 7-0-5 13-6-3 6-5-13 20-0-0 6-5-13 27-4-0 7-4-0 32-2-0 4-10-0 32-6-1 0-4-1 37-4-0 4-10-0 40-0-0 2-8-0 42-0-0 2-0-0 0-4-310-4-30-4-31-2-86.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-1], [4:0-3-0,Edge], [14:0-3-0,0-3-0], [16:0-4-4,0-4-8], [17:0-4-0,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.84 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.53 0.19 (loc) 17 18-20 12 l/defl >999 >893 n/a L/d 240 180 n/a PLATES MT20 Weight: 260 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-8,8-13: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 12-14: 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 4-4-12 oc bracing. WEBS 1 Row at midpt 5-18, 6-18, 7-18, 9-17 REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=621(LC 11) Max Uplift 2=-1297(LC 12), 12=-1297(LC 12) Max Grav 2=2293(LC 17), 12=2287(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3850/2134, 3-5=-3589/2087, 5-6=-2355/1663, 6-7=-2368/1648, 7-9=-3160/1956, 9-10=-5199/2994, 10-11=-5348/2916, 11-12=-3931/2116 BOT CHORD 2-20=-1635/3751, 18-20=-1199/2989, 17-18=-1298/2707, 16-17=-2276/4580, 15-16=-2348/4664, 14-15=-1709/3364, 12-14=-1707/3327 WEBS 3-20=-472/462, 5-20=-313/932, 5-18=-1104/781, 6-18=-941/1612, 7-18=-1190/794, 7-17=-160/610, 9-17=-2312/1180, 9-16=-1221/2242, 10-15=-162/529, 11-15=-821/1455, 11-14=-688/470, 10-16=-697/485 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 42-0-13 zone;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 1297 lb uplift at joint 2 and 1297 lb uplift at joint 12. September 10,2021 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 2729247-SOFEN Truss T25 Truss Type ROOF SPECIAL Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304279 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-mIRWhZBr1HmO0I929sV6UtBtJABwOyrl2jR4oYyf43W Scale = 1:72.4 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 27 4x6 5x6 4x6 5x6 5x8 7x8 7x8 7x8 5x6 3x6 4x4 2x4 3x4 4x8 3x4 3x8 3x4 3x4 9-5-11 9-5-11 20-0-0 10-6-5 27-4-0 7-4-0 30-2-0 2-10-0 34-6-1 4-4-1 37-4-0 2-10-0 40-0-0 2-8-0 -2-0-0 2-0-0 7-0-5 7-0-5 13-6-3 6-5-13 20-0-0 6-5-13 27-4-0 7-4-0 30-2-0 2-10-0 34-6-1 4-4-1 37-4-0 2-10-0 40-0-0 2-8-0 42-0-0 2-0-0 0-4-310-4-30-4-30-8-86.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-1], [4:0-3-0,Edge], [9:0-3-0,Edge], [14:0-3-0,0-3-0], [15:0-4-0,0-4-12], [16:0-5-4,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.78 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.29 -0.51 0.17 (loc) 18-20 18-20 12 l/defl >999 >917 n/a L/d 240 180 n/a PLATES MT20 Weight: 261 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-9: 2x4 SP No.1, 9-13: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 12-14: 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 4-7-2 oc bracing. WEBS 1 Row at midpt 5-18, 6-18, 7-18 REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=621(LC 11) Max Uplift 2=-1297(LC 12), 12=-1297(LC 12) Max Grav 2=2293(LC 17), 12=2287(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3850/2134, 3-5=-3589/2087, 5-6=-2355/1663, 6-7=-2368/1647, 7-8=-3124/1970, 8-10=-3991/2292, 10-11=-5116/2796, 11-12=-3815/2035 BOT CHORD 2-20=-1635/3751, 18-20=-1199/2989, 17-18=-1297/2706, 16-17=-1755/3575, 15-16=-2273/4454, 14-15=-1611/3222, 12-14=-1608/3192 WEBS 3-20=-472/462, 5-20=-314/932, 5-18=-1105/781, 6-18=-938/1612, 7-18=-1186/793, 7-17=-190/637, 8-17=-1527/758, 8-16=-686/1489, 10-16=-1161/666, 10-15=-230/683, 11-15=-851/1413, 11-14=-718/440 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 42-0-13 zone;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 1297 lb uplift at joint 2 and 1297 lb uplift at joint 12. September 10,2021 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 2729247-SOFEN Truss T26 Truss Type ROOF SPECIAL Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304280 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-jhZH6FC5Zu06FcJRHHYaZIGDo_sPsxF2V1wBtQyf43U Scale = 1:75.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 22 23 24 25 26 27 28 4x6 5x6 3x6 5x6 5x8 7x8 6x8 6x8 5x6 3x6 4x4 2x4 3x4 4x8 3x4 4x4 3x4 2x4 3x4 9-5-11 9-5-11 20-0-0 10-6-5 27-4-0 7-4-0 28-2-0 0-10-0 36-6-1 8-4-1 37-4-0 0-10-0 40-0-0 2-8-0 -2-0-0 2-0-0 7-0-5 7-0-5 13-6-3 6-5-13 20-0-0 6-5-13 27-4-0 7-4-0 28-2-0 0-10-0 32-4-0 4-2-0 36-6-1 4-2-0 37-4-0 0-10-0 40-0-0 2-8-0 42-0-0 2-0-0 0-4-310-4-30-4-30-2-86.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-1], [4:0-3-0,Edge], [15:0-3-0,0-3-0], [16:0-5-4,0-3-12], [17:0-5-4,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.78 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.29 -0.51 0.14 (loc) 19-21 19-21 13 l/defl >999 >927 n/a L/d 240 180 n/a PLATES MT20 Weight: 269 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-9: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 13-15: 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 4-7-10 oc bracing. WEBS 1 Row at midpt 5-19, 6-19, 7-19 REACTIONS. (size)2=0-8-0, 13=0-8-0 Max Horz 2=621(LC 11) Max Uplift 2=-1297(LC 12), 13=-1297(LC 12) Max Grav 2=2293(LC 17), 13=2287(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3851/2135, 3-5=-3590/2088, 5-6=-2353/1662, 6-7=-2368/1649, 7-8=-2986/1915, 8-10=-3344/2017, 10-11=-4440/2460, 11-12=-4368/2324, 12-13=-3768/2002 BOT CHORD 2-21=-1635/3751, 19-21=-1199/2988, 18-19=-1311/2719, 17-18=-1373/2932, 16-17=-1704/3293, 15-16=-1568/3169, 13-15=-1574/3145 WEBS 3-21=-472/461, 5-21=-314/934, 5-19=-1107/783, 6-19=-950/1616, 7-19=-1217/813, 7-18=-55/436, 8-18=-911/314, 8-17=-530/1201, 10-17=-649/475, 10-16=-294/774, 11-16=-254/311, 12-16=-665/1100, 12-15=-795/411 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 42-0-13 zone;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 1297 lb uplift at joint 2 and 1297 lb uplift at joint 13. September 10,2021 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 2729247-SOFEN Truss T27 Truss Type COMMON Qty 4 Ply 1 2729247-SOFEN Job Reference (optional) T25304281 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-f3h1XxEL5WGpVwSqOia2ejMjmobeKrbLzLPIxJyf43S Scale = 1:71.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 24 4x6 5x6 4x6 3x6 5x8 3x4 2x4 3x4 3x4 3x4 2x4 5x8 3x6 7x10 9-10-2 9-10-2 19-1-12 9-3-10 29-3-10 10-1-14 40-0-0 10-8-6 -2-0-0 2-0-0 7-0-5 7-0-5 13-6-3 6-5-13 20-0-0 6-5-13 26-5-13 6-5-13 32-11-11 6-5-13 40-0-0 7-0-5 42-0-0 2-0-0 0-4-310-4-30-4-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-7], [8:0-2-15,0-3-5], [13:0-3-15,0-0-2], [15:0-4-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.32 0.60 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.35 0.01 (loc) 12-14 10-12 10 l/defl >999 >699 n/a L/d 240 180 n/a PLATES MT20 Weight: 218 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 *Except* 13-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 6-14: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 6-14, 7-14 REACTIONS. (size)2=0-8-0, 10=0-8-0, 14=0-3-8 Max Horz 2=620(LC 11) Max Uplift 2=-580(LC 12), 10=-641(LC 12), 14=-1373(LC 12) Max Grav 2=816(LC 17), 10=1038(LC 18), 14=2833(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-727/381, 3-5=-419/303, 5-6=-147/1028, 6-7=-116/858, 7-9=-711/379, 9-10=-1091/517 BOT CHORD 2-16=-404/904, 14-16=-523/420, 12-14=-110/317, 10-12=-247/846 WEBS 3-16=-555/497, 5-16=-331/922, 5-14=-1109/793, 6-14=-1142/570, 7-14=-1210/809, 7-12=-264/889, 9-12=-572/512 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 42-0-13 zone;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 580 lb uplift at joint 2, 641 lb uplift at joint 10 and 1373 lb uplift at joint 14. September 10,2021 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 2729247-SOFEN Truss T28 Truss Type HIP Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304282 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-bSonycFcd7WXkEcCW7cWj8RxJbCuon0dQeuO0Cyf43Q Scale = 1:74.8 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 25 26 3x6 5x8 5x6 3x6 3x6 3x6 3x4 2x4 3x4 4x12 3x4 3x4 2x4 3x6 3x6 6x8 10-1-4 10-1-4 19-0-0 8-10-12 19-8-0 0-8-0 20-4-0 0-8-0 20-10-4 0-6-4 29-10-12 9-0-8 40-0-0 10-1-4 -2-0-0 2-0-0 6-11-0 6-11-0 13-3-8 6-4-8 19-8-0 6-4-8 20-4-0 0-8-0 20-10-4 0-6-4 26-8-8 5-10-4 33-1-0 6-4-8 40-0-0 6-11-0 42-0-0 2-0-0 0-4-310-2-30-4-310-2-36.00 12 Plate Offsets (X,Y)-- [7:0-3-7,0-2-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.93 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.39 0.02 (loc) 13-15 11-13 11 l/defl >999 >624 n/a L/d 240 180 n/a PLATES MT20 Weight: 252 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-16,7-15: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-16, 8-15, 6-16, 7-15, 6-15 REACTIONS. (size)2=0-8-0, 11=0-8-0, 16=0-3-8 Max Horz 2=-606(LC 10) Max Uplift 2=-605(LC 12), 11=-663(LC 12), 16=-1327(LC 12) Max Grav 2=852(LC 17), 11=1092(LC 18), 16=2759(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-772/456, 3-5=-452/343, 5-6=-79/943, 6-7=0/564, 7-8=-2/678, 8-10=-890/474, 10-11=-1227/586 BOT CHORD 2-18=-322/967, 16-18=-427/346, 15-16=-743/819, 13-15=-63/272, 11-13=-311/966 WEBS 3-18=-563/502, 5-18=-294/889, 5-16=-1088/764, 8-15=-1105/772, 8-13=-297/888, 10-13=-546/497, 6-16=-1809/995, 7-15=-436/264, 6-15=-764/1428 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 19-4-8, Exterior(2E) 19-4-8 to 20-7-8, Exterior(2R) 20-7-8 to 26-3-6, Interior(1) 26-3-6 to 42-0-13 zone;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 605 lb uplift at joint 2, 663 lb uplift at joint 11 and 1327 lb uplift at joint 16. September 10,2021 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 2729247-SOFEN Truss T29 Truss Type HIP Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304283 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:18 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-01UwaeIUw2u6bhLnBFADLn3PYpEo?1d46c73cWyf43N Scale = 1:77.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 25 26 27 28 5x8 5x8 3x4 2x4 3x4 4x4 4x4 3x4 3x4 2x4 4x6 4x6 9-1-4 9-1-4 17-8-0 8-6-12 19-1-12 1-5-12 20-10-4 1-8-8 22-4-0 1-5-12 30-10-12 8-6-12 40-0-0 9-1-4 -2-0-0 2-0-0 6-3-0 6-3-0 11-11-8 5-8-8 17-8-0 5-8-8 19-1-12 1-5-12 20-10-4 1-8-8 22-4-0 1-5-12 28-0-8 5-8-8 33-9-0 5-8-8 40-0-0 6-3-0 42-0-0 2-0-0 0-4-39-2-30-4-39-2-36.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-8], [9:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.86 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.39 0.05 (loc) 15-17 15-17 13 l/defl >999 >641 n/a L/d 240 180 n/a PLATES MT20 Weight: 279 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 16-21: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 7-19,8-18: 2x6 SP No.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 5-20, 10-17, 7-19, 6-19, 9-18 REACTIONS. (size)2=0-8-0, 13=0-8-0, 19=0-3-8 Max Horz 2=-555(LC 10) Max Uplift 2=-727(LC 12), 13=-782(LC 12), 19=-1085(LC 12) Max Grav 2=1078(LC 17), 13=1362(LC 18), 19=2301(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1251/766, 3-5=-984/673, 5-6=-251/318, 6-7=-202/369, 7-8=-212/379, 8-9=-222/387, 9-10=-497/462, 10-12=-1560/842, 12-13=-1851/934 BOT CHORD 2-22=-419/1409, 20-22=-80/749, 19-20=-239/481, 18-19=-263/499, 17-18=-38/370, 15-17=-234/880, 13-15=-629/1522 WEBS 3-22=-469/426, 5-22=-248/784, 5-20=-1020/720, 6-20=-124/614, 9-17=-619/1448, 10-17=-1002/712, 10-15=-243/767, 12-15=-453/422, 7-19=-1046/615, 8-18=-483/894, 6-19=-739/335, 9-18=-1938/974 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 17-8-0, Exterior(2E) 17-8-0 to 22-4-0, Exterior(2R) 22-4-0 to 28-0-8, Interior(1) 28-0-8 to 42-0-13 zone;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 3x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 727 lb uplift at joint 2, 782 lb uplift at joint 13 and 1085 lb uplift at joint 19. September 10,2021 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 2729247-SOFEN Truss T30 Truss Type HIP Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304284 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-uojRQ0L?zGOY4IeYQ5E9VdD4CQamxx_f1E5GmIyf43J Scale = 1:73.6 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 3x6 5x8 5x8 3x6 3x6 3x6 3x4 2x4 3x4 3x4 3x4 2x4 2x4 2x4 5x6 3x6 3x6 5x6 8-1-4 8-1-4 15-8-0 7-6-12 19-1-12 3-5-12 20-10-4 1-8-8 24-4-0 3-5-12 31-10-12 7-6-12 40-0-0 8-1-4 -2-0-0 2-0-0 8-1-4 8-1-4 15-8-0 7-6-12 19-1-12 3-5-12 20-0-0 0-10-4 20-10-4 0-10-4 24-4-0 3-5-12 31-10-12 7-6-12 40-0-0 8-1-4 42-0-0 2-0-0 0-4-38-2-30-4-38-2-36.00 12 Plate Offsets (X,Y)-- [5:0-5-8,0-2-4], [8:0-5-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.98 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.25 0.06 (loc) 15-16 11-13 11 l/defl >999 >969 n/a L/d 240 180 n/a PLATES MT20 Weight: 250 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-17,7-16: 2x6 SP No.2 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 3-18, 10-15, 5-17, 8-16 REACTIONS. (size)2=0-8-0, 11=0-8-0, 17=0-3-8 Max Horz 2=498(LC 11) Max Uplift 2=-778(LC 12), 11=-822(LC 12), 17=-994(LC 12) Max Grav 2=1032(LC 17), 11=1241(LC 18), 17=1774(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1278/876, 3-5=-498/492, 5-6=-261/427, 6-7=-261/427, 7-8=-261/427, 8-10=-781/613, 10-11=-1645/973 BOT CHORD 2-20=-492/1301, 18-20=-492/1301, 17-18=-19/396, 16-17=-112/342, 15-16=0/545, 13-15=-639/1314, 11-13=-639/1314 WEBS 3-20=0/356, 3-18=-1035/774, 5-18=-194/477, 8-15=-371/718, 10-15=-988/745, 10-13=0/337, 6-17=-679/531, 7-16=-222/409, 5-17=-784/382, 8-16=-1037/675 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 15-8-0, Exterior(2R) 15-8-0 to 21-3-14, Interior(1) 21-3-14 to 24-4-0, Exterior(2R) 24-4-0 to 29-11-14, Interior(1) 29-11-14 to 42-0-13 zone;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 778 lb uplift at joint 2, 822 lb uplift at joint 11 and 994 lb uplift at joint 17. September 10,2021 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 2729247-SOFEN Truss T31 Truss Type HIP Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304285 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-qBrBqhMFVufGJcoxYWHdb2JR_DISPjCyUYaNqAyf43H Scale = 1:73.6 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 3x6 5x8 5x8 3x6 3x6 3x6 3x4 2x4 3x4 3x4 3x4 2x4 2x4 2x4 5x6 3x6 3x6 5x6 7-1-4 7-1-4 13-8-0 6-6-12 19-1-12 5-5-12 20-10-4 1-8-8 26-4-0 5-5-12 32-10-12 6-6-12 40-0-0 7-1-4 -2-0-0 2-0-0 7-1-4 7-1-4 13-8-0 6-6-12 19-1-12 5-5-12 20-0-0 0-10-4 20-10-4 0-10-4 26-4-0 5-5-12 32-10-12 6-6-12 40-0-0 7-1-4 42-0-0 2-0-0 0-4-37-2-30-4-37-2-36.00 12 Plate Offsets (X,Y)-- [5:0-5-8,0-2-4], [8:0-5-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.78 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.39 0.07 (loc) 14-16 14-16 11 l/defl >930 >634 n/a L/d 240 180 n/a PLATES MT20 Weight: 237 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 15-18: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 6-17,7-16: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-9-4 oc bracing. WEBS 1 Row at midpt 3-19, 5-17, 8-16 REACTIONS. (size)2=0-8-0, 11=0-8-0, 17=0-3-8 Max Horz 2=-442(LC 10) Max Uplift 2=-813(LC 12), 11=-854(LC 12), 17=-927(LC 12) Max Grav 2=1265(LC 17), 11=1456(LC 18), 17=1932(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1672/1023, 3-5=-861/694, 5-6=-462/538, 6-7=-461/539, 7-8=-462/538, 8-10=-1239/799, 10-11=-2061/1063 BOT CHORD 2-20=-639/1683, 19-20=-639/1683, 17-19=-53/820, 16-17=0/370, 14-16=-187/902, 13-14=-736/1694, 11-13=-736/1694 WEBS 3-20=0/307, 3-19=-994/670, 5-19=-182/603, 8-14=-297/791, 10-14=-918/630, 10-13=0/278, 6-17=-727/578, 5-17=-807/332, 7-16=-66/277, 8-16=-979/548 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 13-8-0, Exterior(2R) 13-8-0 to 19-1-12, Interior(1) 19-1-12 to 26-4-0, Exterior(2R) 26-4-0 to 31-11-14, Interior(1) 31-11-14 to 42-0-13 zone;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 813 lb uplift at joint 2, 854 lb uplift at joint 11 and 927 lb uplift at joint 17. September 10,2021 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 2729247-SOFEN Truss T32 Truss Type HIP Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304286 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-nazxFNOV1VvzZwyJfxJ5gTOpX1_dtjiFys3Uv3yf43F Scale = 1:72.4 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 6x8 4x8 6x8 3x6 4x6 3x4 2x4 3x4 3x4 3x4 2x4 3x10 3x10 6x8 4x6 3x6 6x8 6-1-4 6-1-4 11-8-0 5-6-12 19-1-12 7-5-12 20-10-4 1-8-8 28-4-0 7-5-12 33-10-12 5-6-12 40-0-0 6-1-4 -2-0-0 2-0-0 6-1-4 6-1-4 11-8-0 5-6-12 19-1-12 7-5-12 20-10-4 1-8-8 28-4-0 7-5-12 33-10-12 5-6-12 40-0-0 6-1-4 42-0-0 2-0-0 0-4-36-2-30-4-36-2-36.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-3-12], [8:0-2-0,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.80 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.39 0.06 (loc) 13-15 13-15 10 l/defl >999 >630 n/a L/d 240 180 n/a PLATES MT20 Weight: 239 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6,6-8: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-16,7-15: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-2 oc bracing. WEBS 1 Row at midpt 4-16, 8-15 REACTIONS. (size)2=0-8-0, 10=0-8-0, 16=0-3-8 Max Horz 2=384(LC 11) Max Uplift 2=-764(LC 12), 10=-809(LC 12), 16=-1021(LC 12) Max Grav 2=1170(LC 17), 10=1333(LC 18), 16=2102(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1519/933, 3-4=-819/668, 4-5=-190/386, 5-7=-190/385, 7-8=-190/386, 8-9=-1202/772, 9-10=-1846/978 BOT CHORD 2-19=-573/1514, 18-19=-573/1514, 16-18=-94/843, 13-15=-230/908, 12-13=-675/1513, 10-12=-675/1513 WEBS 3-18=-780/549, 4-18=-164/597, 8-13=-202/658, 9-13=-707/512, 5-16=-1188/874, 7-15=-182/568, 4-16=-961/406, 8-15=-1103/602 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 11-8-0, Exterior(2R) 11-8-0 to 17-3-14, Interior(1) 17-3-14 to 28-4-0, Exterior(2R) 28-4-0 to 33-10-12, Interior(1) 33-10-12 to 42-0-13 zone;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 764 lb uplift at joint 2, 809 lb uplift at joint 10 and 1021 lb uplift at joint 16. September 10,2021 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 2729247-SOFEN Truss T33 Truss Type HIP Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304287 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-FmXKTjP7op1qA4XWDeqKCgx_HRRUcFzOBWp1RVyf43E Scale = 1:72.4 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 6x8 5x8 6x8 3x6 4x6 3x4 2x4 6x8 3x4 2x4 3x10 3x10 4x6 3x6 6x8 9-8-0 9-8-0 19-1-12 9-5-12 20-10-4 1-8-8 30-4-0 9-5-12 40-0-0 9-8-0 -2-0-0 2-0-0 5-1-4 5-1-4 9-8-0 4-6-12 16-6-11 6-10-11 19-1-12 2-7-1 20-10-4 1-8-8 23-5-5 2-7-1 30-4-0 6-10-11 34-10-12 4-6-12 40-0-0 5-1-4 42-0-0 2-0-0 0-4-35-2-30-4-35-2-36.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-3-12], [8:0-2-0,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.37 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.36 0.05 (loc) 12-14 12-14 10 l/defl >999 >684 n/a L/d 240 180 n/a PLATES MT20 Weight: 243 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6,6-8: 2x6 SP M 26 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 8-14,5-15,7-14,4-15: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-2 oc bracing. WEBS 1 Row at midpt 8-14, 4-15 REACTIONS. (size)2=0-8-0, 10=0-8-0, 15=0-3-8 Max Horz 2=328(LC 11) Max Uplift 2=-756(LC 12), 10=-801(LC 12), 15=-1037(LC 12) Max Grav 2=1033(LC 17), 10=1154(LC 18), 15=1815(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1298/984, 3-4=-953/730, 4-5=-247/393, 5-7=-246/391, 7-8=-247/393, 8-9=-1194/819, 9-10=-1552/1034 BOT CHORD 2-17=-632/1292, 15-17=-215/911, 12-14=-345/1003, 10-12=-734/1266 WEBS 3-17=-441/472, 4-17=-89/465, 8-14=-917/605, 8-12=-113/492, 9-12=-390/442, 5-15=-1179/941, 7-14=-85/382, 4-15=-825/407 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-11-3, Interior(1) 1-11-3 to 9-8-0, Exterior(2R) 9-8-0 to 15-3-14, Interior(1) 15-3-14 to 30-4-0, Exterior(2R) 30-4-0 to 35-11-14, Interior(1) 35-11-14 to 42-0-13 zone;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 756 lb uplift at joint 2, 801 lb uplift at joint 10 and 1037 lb uplift at joint 15. September 10,2021 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 2729247-SOFEN Truss T34 Truss Type HALF HIP Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304288 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-jy5ig3QmZ69hoD6inMLZluT8VrjLLZYYPAYazxyf43D Scale = 1:36.1 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 4x6 2x4 6x8 4x4 3x4 3x8 2x4 2x4 3x8 8-2-8 8-2-8 13-9-4 5-6-12 19-3-8 5-6-4 19-4-0 0-0-8 -2-0-0 2-0-0 4-4-8 4-4-8 8-2-8 3-10-0 13-9-4 5-6-12 19-4-0 5-6-12 0-4-34-5-76.00 12 Plate Offsets (X,Y)-- [2:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.59 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 0.03 (loc) 2-10 2-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 108 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. REACTIONS. (size)7=0-3-8, 2=0-8-0 Max Horz 2=417(LC 12) Max Uplift 7=-522(LC 9), 2=-732(LC 12) Max Grav 7=834(LC 1), 2=1038(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1377/972, 3-4=-1105/765, 4-5=-985/778 BOT CHORD 2-10=-1125/1269, 8-10=-642/831, 7-8=-642/831 WEBS 3-10=-327/391, 4-10=-0/252, 5-7=-1022/786 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 8-2-8, Exterior(2R) 8-2-8 to 12-5-7, Interior(1) 12-5-7 to 19-1-4 zone;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 522 lb uplift at joint 7 and 732 lb uplift at joint 2. September 10,2021 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 2729247-SOFEN Truss T35 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304289 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-B8e4uPQOKQHYQNhuK3soI50LAE?z41AheqI8VOyf43C Scale = 1:37.5 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 4x8 4x12 5x6 4x6 2x4 6x8 3x8 2x4 7x8 2x4 5x6 Special 3-4-8 3-4-8 6-2-8 2-10-0 10-0-8 3-10-0 13-10-8 3-10-0 19-3-8 5-5-0 19-4-0 0-0-8 -2-0-0 2-0-0 3-4-8 3-4-8 6-2-8 2-10-0 10-0-8 3-10-0 13-10-8 3-10-0 16-2-0 2-3-8 18-5-8 2-3-8 19-4-0 0-10-8 0-4-33-5-74-7-33-5-76.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [3:0-5-4,0-2-0], [7:0-3-0,Edge], [9:0-4-0,0-4-4], [11:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.88 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.16 0.03 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 7-8: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 8-9: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1-11 oc bracing. REACTIONS. (size)9=0-3-8, 2=0-8-0 Max Horz 2=341(LC 25) Max Uplift 9=-814(LC 8), 2=-943(LC 8) Max Grav 9=1267(LC 1), 2=1291(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1914/1067, 3-4=-2167/1429, 4-5=-2171/1432, 5-6=-2144/1425 BOT CHORD 2-12=-1025/1602, 11-12=-1019/1605, 10-11=-1181/1827, 9-10=-525/807 WEBS 3-11=-558/723, 4-11=-279/260, 5-11=-317/451, 5-10=-1401/1002, 6-10=-1402/2167, 6-9=-1345/875 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); 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 814 lb uplift at joint 9 and 943 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 701 lb down and 517 lb up at 11-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-6=-70, 6-7=-70, 7-8=-70, 2-9=-20 Concentrated Loads (lb) Vert: 15=-701(F) September 10,2021 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 2729247-SOFEN Truss T36 Truss Type ROOF SPECIAL Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304290 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-fLCS5lR05kPP1XG5unO1qJZWweNPpdartU1h2qyf43B Scale = 1:24.9 1 2 3 4 5 7 6 8 9 5x6 6x8 3x6 4x4 3x8 4x6 9-4-0 9-4-0 11-10-8 2-6-8 -2-0-0 2-0-0 6-10-0 6-10-0 9-4-0 2-6-0 11-10-8 2-6-8 0-4-32-6-33-9-32-6-36.00 12 Plate Offsets (X,Y)-- [2:0-1-8,Edge], [4:0-4-0,0-2-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.68 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.33 -0.01 (loc) 2-7 2-7 6 l/defl >879 >411 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-4: 2x4 SP No.2, 4-5: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-6: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-8-0 Max Horz 2=269(LC 12) Max Uplift 6=-286(LC 12), 2=-564(LC 12) Max Grav 6=491(LC 1), 2=695(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-566/566, 3-4=-644/619, 4-5=-540/486, 5-6=-652/623 BOT CHORD 2-7=-560/484 WEBS 4-7=-375/442, 5-7=-642/754 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 6-10-0, Exterior(2E) 6-10-0 to 9-4-0, Interior(1) 9-4-0 to 11-7-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 lb uplift at joint 6 and 564 lb uplift at joint 2. September 10,2021 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 2729247-SOFEN Truss T37 Truss Type ROOF SPECIAL Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304291 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-fLCS5lR05kPP1XG5unO1qJZSxeQ7pfbrtU1h2qyf43B Scale = 1:24.9 1 2 3 4 5 7 6 8 9 10 5x6 5x12 3x6 4x4 4x4 6-10-0 6-10-0 11-10-8 5-0-8 -2-0-0 2-0-0 6-10-0 6-10-0 11-4-0 4-6-0 11-10-8 0-6-8 0-4-31-6-33-9-31-6-36.00 12 Plate Offsets (X,Y)-- [2:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.50 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.13 0.01 (loc) 2-7 2-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-6: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-8-0 Max Horz 2=195(LC 12) Max Uplift 6=-276(LC 12), 2=-575(LC 12) Max Grav 6=491(LC 1), 2=695(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-646/597, 3-4=-644/675, 4-5=-250/330, 5-6=-536/606 BOT CHORD 2-7=-474/502, 6-7=-272/198 WEBS 4-7=-256/346 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 6-10-0, Exterior(2R) 6-10-0 to 9-10-0, Interior(1) 9-10-0 to 11-7-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 6 and 575 lb uplift at joint 2. September 10,2021 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 2729247-SOFEN Truss T38 Truss Type COMMON GIRDER Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304292 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-7XmqI4Ses1XGfhqHSUvGNW5hj2omY5x_58nFaGyf43A Scale = 1:27.3 1 2 3 4 5 6 7 4x6 3x4 3x8 4x6 3x10 3x10 Special 4-8-13 4-8-13 6-10-0 2-1-3 8-11-3 2-1-3 13-8-0 4-8-13 -2-0-0 2-0-0 3-8-4 3-8-4 6-10-0 3-1-12 9-11-12 3-1-12 13-1-8 3-1-12 13-8-0 0-6-8 14-2-0 0-6-0 0-4-33-9-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [4:0-2-12,0-1-8], [6:0-0-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.35 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.11 0.01 (loc) 4-6 4-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP M 31 *Except* 3-6: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 4=0-8-0 Max Horz 2=217(LC 7) Max Uplift 2=-657(LC 8), 4=-753(LC 8) Max Grav 2=839(LC 1), 4=1240(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-967/480, 3-4=-962/473 BOT CHORD 2-6=-241/753, 4-6=-241/753 WEBS 3-6=-64/442 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); 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 657 lb uplift at joint 2 and 753 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 678 lb down and 388 lb up at 11-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 2-4=-20 Concentrated Loads (lb) Vert: 7=-678(B) September 10,2021 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 2729247-SOFEN Truss T39 Truss Type COMMON Qty 4 Ply 1 2729247-SOFEN Job Reference (optional) T25304293 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-bjKDWQTGdLf7HrPT0BQVvkeoKS3cHZy8KoWo6jyf439 Scale = 1:26.4 1 2 3 4 5 6 7 8 9 10 5x6 4x6 4x6 2x4 6-10-0 6-10-0 13-8-0 6-10-0 -2-0-0 2-0-0 6-10-0 6-10-0 13-8-0 6-10-0 14-2-0 0-6-0 0-4-33-9-30-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.70 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.12 0.01 (loc) 4-6 4-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. REACTIONS. (size)2=0-8-0, 4=0-8-0 Max Horz 2=217(LC 11) Max Uplift 2=-617(LC 12), 4=-416(LC 12) Max Grav 2=766(LC 1), 4=635(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-818/762, 3-4=-819/794 BOT CHORD 2-6=-442/604, 4-6=-442/604 WEBS 3-6=-34/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 6-10-0, Exterior(2R) 6-10-0 to 9-10-0, Interior(1) 9-10-0 to 14-2-13 zone;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 617 lb uplift at joint 2 and 416 lb uplift at joint 4. September 10,2021 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 2729247-SOFEN Truss T40 Truss Type Roof Special Girder Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304294 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-Y6Szx6UW8yvrW8Zs7cSz?9jHsFqLlRmQo6?vBbyf437 Scale = 1:19.0 1 2 3 8 7 6 4 52x4 4x4 4x4 2x4 2x4 4x4 Special Special 1-6-0 1-6-0 2-10-0 1-4-0 7-0-0 4-2-0 1-6-0 1-6-0 2-10-0 1-4-0 6-11-8 4-1-8 7-0-0 0-0-8 0-4-31-1-33-2-31-1-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.36 0.36 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.06 -0.01 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 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 9-2-1 oc bracing. REACTIONS. (size)1=0-8-0, 4=Mechanical, 5=Mechanical Max Horz 1=209(LC 8) Max Uplift 1=-132(LC 8), 4=-153(LC 8), 5=-69(LC 8) Max Grav 1=330(LC 29), 4=161(LC 29), 5=177(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-663/236, 2-3=-587/236 BOT CHORD 1-8=-367/581, 7-8=-386/625, 6-7=-406/640 WEBS 2-8=-144/270, 3-6=-653/414 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 1, 153 lb uplift at joint 4 and 69 lb uplift at joint 5. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 80 lb up at 1-6-0 on top chord, and 5 lb down at 1-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 1-5=-20 September 10,2021 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 2729247-SOFEN Truss T41 Truss Type Roof Special Girder Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304295 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-0I0L8SV9vG1i8I82hKzCXMGRHf33Upza0mlSj1yf436 Scale = 1:22.1 1 2 3 6 5 478 3x6 3x6 4x12 2x4 4x6 6x8 Special Special 1-2-8 1-2-8 5-9-0 4-6-8 1-2-8 1-2-8 5-9-0 4-6-8 1-2-33-5-71-2-36.00 12 Plate Offsets (X,Y)-- [5:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.44 0.78 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.06 0.01 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-6,3-4: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-9-8 oc bracing. REACTIONS. (size)6=Mechanical, 4=Mechanical Max Horz 6=157(LC 8) Max Uplift 6=-368(LC 8), 4=-497(LC 8) Max Grav 6=698(LC 1), 4=721(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-864/453, 1-2=-1174/597 BOT CHORD 4-5=-755/1178 WEBS 1-5=-734/1443, 2-4=-1198/768 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); 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 368 lb uplift at joint 6 and 497 lb uplift at joint 4. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 471 lb down and 296 lb up at 1-11-4, and 471 lb down and 306 lb up at 3-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 4-6=-20 Concentrated Loads (lb) Vert: 7=-471(B) 8=-471(B) September 10,2021 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 2729247-SOFEN Truss T42 Truss Type COMMON Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304296 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-0I0L8SV9vG1i8I82hKzCXMGQ3fEYUxka0mlSj1yf436 Scale = 1:14.5 1 2 3 4 5 6 7 8 9 4x4 4x4 2x4 4x4 3-2-0 3-2-0 6-4-0 3-2-0 -0-6-0 0-6-0 3-2-0 3-2-0 6-4-0 3-2-0 6-10-0 0-6-0 0-4-31-11-30-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.46 0.10 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 2-6 2-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 4=0-8-0 Max Horz 2=94(LC 11) Max Uplift 2=-243(LC 12), 4=-243(LC 12) Max Grav 2=318(LC 1), 4=318(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-353/421, 3-4=-353/419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-13 to 2-5-3, Interior(1) 2-5-3 to 3-2-0, Exterior(2R) 3-2-0 to 6-0-0, Interior(1) 6-0-0 to 6-10-13 zone;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 243 lb uplift at joint 2 and 243 lb uplift at joint 4. September 10,2021 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 2729247-SOFEN Truss T43 Truss Type COMMON Qty 1 Ply 1 2729247-SOFEN Job Reference (optional) T25304297 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 09:35:37 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SxkpZwmnvelG2kIx5HgrbAyfQUp-yh76Z8XPRtHPNcIRol0gcnLmZTv0yrEtU4EZnwyf434 Scale = 1:14.5 1 2 3 4 5 6 7 8 9 4x4 4x4 4x4 2x4 3-2-0 3-2-0 6-4-0 3-2-0 -0-6-0 0-6-0 3-2-0 3-2-0 6-4-0 3-2-0 6-10-0 0-6-0 0-4-31-11-30-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.46 0.10 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 2-6 2-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 4=0-8-0 Max Horz 2=94(LC 11) Max Uplift 2=-243(LC 12), 4=-243(LC 12) Max Grav 2=318(LC 1), 4=318(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-353/421, 3-4=-353/419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-13 to 2-5-3, Interior(1) 2-5-3 to 3-2-0, Exterior(2R) 3-2-0 to 6-0-0, Interior(1) 6-0-0 to 6-10-13 zone;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 243 lb uplift at joint 2 and 243 lb uplift at joint 4. September 10,2021 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