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Home My WebLink AboutTRUSSti 3 MiTek® RE: 77906 -LINDEN BEpeiVFD Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. FEB 2 5 2022 St. Lucia Cowuy Permitting Site Information: Customer Info: Harry Blue Builders, Inc. Lot/Block: . Address: Unknown,. City: St Lucie County Project Name: Linden Model: . Subdivision: . State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License M Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 55.0 psf Floor Load: N/A psf This package includes 43 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T25886474 A 11/5/21 15 T25886488 G5 11/5/21 2 T25886475 Al 11/5/21 16 T25886489 GRA 11/5/21 3 T25886476 A2 11/5/21 17 T25886490 GRB 11/5/21 4 T25886477 D 11/5/21 18 T25886491 GIRD 11/5/21 5 T25886478 D1 11/5/21 19 T25886492 GRG 11/5/21 6 T25886479 D2 11/5/21 20 T25886493 GRK 11/5/21 7 T25886480 D3 11/5/21 21 T25886494 A 11/5/21 8 T25886481 D4 11/5/21 22 T25886495 J3 11/5/21 9 T25886482 D5 11/5/21 23 T25886496 J3P 11/5/21 10 T25886483 G 1115/21 24 T25886497 J5 11/5/21 11 T25886484 G1 11/5/21 25 T25886498 J5P 11/5/21 12 T25886485 G2 11/5/21 26 T25886499 J7 11/5/21 13 T25886486 G3 11/5/21 27 T25886500 JC3 11/5/21 14 T25886487 G4 11/5/21 28 T25886501 JC5 11/5/21 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. 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. COO ♦�♦♦��QU I N •♦♦ ''0ENS No 68182 - r 53 STATE OF : 44/� C? s4ONAC-� .%♦♦ 11111111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 69N Parke East Blvd. Tampa FL 33610 Date: November 5,2021 Velez, Joaquin 1 of 2 i MiTek ® MiTek USA, Inc. RE: 77906 -LINDEN 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Harry Blue Builders, Inc. Project Name: Linden Model: . Lot/Block: . Subdivision: . Address: Unknown, . City: St Lucie County State: FL No. Seal# Truss Name Date 29 T25886502 JC7 11/5/21 30 T25886503 K 11/5/21 31 T25886504 K1 11/5/21 32 T25886505 KJ5 11/5/21 33 T25886506 KJ7 11/5/21 34 T25886507 KJC7 11/5/21 35 T25886508 MV2 11/5/21 36 T25886509 MV4 11/5121 37 T25886510 MV6 11/5/21 38 T25886511 MV8 11/5/21 39 T25886512 MV10 11/5/21 40 T25886513 V4 11/5/21 41 T25886514 V8 11/5/21 42 T25886515 V12 11/5/21 43 T25886516 V14 11/5/21 2 of 2 ob Truss Truss Type Qty Ply LINDEN [77906 T25886474 A Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, BA30 S Aug 16 2021 MiTek Industries, IOC. Thu Nov 4 12:49A2 2021 ! ID:sGoJiQcG_rv8u8JxKzhREgyMcud-9dOhPwyg3b73sPauDo)Ahfnu7 zuBnwe)CUtVBt 16-71 224-0 244-0 334 5 8-12 2-0 0 Scale=1:43.3 4x4 = 48 = 4 19 205 3x5 = 3x8 = °xO 3x4 = 3x5 = LOADING (psf) SPACING- 2-M CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.14 9-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.47 Vert(CT) -0.31 9-17 >860 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MS Wind(LL) 0.08 9-11 >999 240 Weight: 105 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-3-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=165(LC 11) Max Uplift 2=-688(LC 12), 7=688(LC 12) Max Grav 2=1413(LC 1), 7=1413(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2360/1249, 3-4=-193511051, 4-5=1733/1021, 5-6=-1934/1051, 6-7=-2359/1249 BOT CHORD 2-11=97712125, 9-11=712/1732, 7-9=1 0 19/2125 WEBS 3-11=-491/377, 4-11 =1 441403, 5-9=1821408, 6-9=492/377 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 9-0-0, Exterior(2E) 9-0-0 to 13.4-0, Extedor(2R)134-0 to 17-6-15, Interior(l) 17-6-15 to 244-11 zone;G-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. This item has been 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. Sealed by Velez, Joaquin, PE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except.ot=1b) 9 a USIn Digital Signature. g 9 2=688, 7=688. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez,PE No.68182 MiTek USA; Inc, FL Cert,6634 6984 Parke East Blvd. Tampa FL 33610• Date: November 5,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satisfy Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LINDEN T25886475 77906 Al Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34952, t1.4Ju s Hug' o zuri nnr r ex rncusmes, mc. r nu Nov 9 7L:'1u: 10 NG 1 rayu i ID:sGoJiQcG_rv8u8JxKzhREgyMcud-epa3cGzlpvGwUZ94mWFPDsK34NLrt7inysEQ1 eyMZza 11.4-0 -2-0-0 5.9-14 11-0-0 11 16-6.2 22-0-0 24-0-0 2-0-0 5.9.14 6.2-2 0- . 6.2.2 5.9-14 0.2-0 Scale=1:43.3 4x4 = Ii 3x4 = 2x3 11 " ' 2x3 11 3x4 = 3x8 = It-" 5.9-14 11-0-0 11 16.6.2 22-" 6.9-14 5-2-2 0- 62.2 5-9-14 0.2-0 Plate Offsets (X Y)— [2;0-1-2 Edge] [6.0-1-2 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.09 9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.36 Vert(CT) -0.17 9-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(ILL) 0.08 9-11 >999 240 Weight: 105 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-7-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=04-0, 6=0-8-0 Max Horz 2=196(LC 11) Max Uplift 2=-688(LC 12), 6=-688(LC 12) Max Grav 2=1413(LC 1), 6=1413(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2439/1137, 3-4=1688/859, 4-5=1688/858, 5-6=-2439/1137 BOT CHORD 2-11=878/2177, 9-11=-878/2177, 8-9=920/2177, 6-8=920/2177 WEBS 3-9=-804/475, 5-9=804/474, 4-9=327/765 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 11-2-0, Extedor(2R) 11-2-0 to 15-4-15, Interior(1) 15-4-15 to 24-4-11 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it --lb) sealed by Velez, Joaquin, PE 2=688, 6=688. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek,USA, Inc, FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTekral connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of muses and truss systems, see ANSWPH QualW criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LINDEN T25886476 77906 A2 Common 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 1 6.43U S AUg 1U ZUZI mi I eK mausrneS, Inc. I nU NOV 4 1 Z:4a:14 ZUZ1 rage 1 ID: sGGJiQcG_rv8u8JxKzhREgyMcud-608RpczwaCOn6jkH KDmem4tEJnhgce5xAWz_a4yMZzZ 2 0-0 5.10-14 11-2-0 16-5-2 22-4-0 244-0 2-0-0 5-10-14 53-2 53.2 5-10-14 2-M Scale=1:42.6 45 = Ia 3x4 = oav — ono 3x4 = LOADING (psf) SPACING- 2-04) CSI. DEFL in (loc) I/defi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.09 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.38 Vert(CT) -0.17 8-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.09 8-10 >999 240 Weight; 101 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-1-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=048-0, 6=0-8-0 Max Horz 2=197(LC 11) .Max Uplift 2=-688(LC 12), 6=-688(LC 12) Max Grav 2=1413(LC 1), 6=1413(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2414/1319, 3-4=2110/1229, 4-5=2110/1229, 5-6=2414/1319 BOT CHORD 2-1 0=1 026/2156, 8-10=-571/1440, 6-8=-1067/2156 WEBS 4-8=392/709, 5-8=517/435, 4-10=-392/709, 3-10=-517/435 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16: VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf•, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat 11; Expi C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 11-2-0, Exterior(2R) 11-2-0 to 14-2-0, Interior(l) 14-2-0 to 24-4-11 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. electronically Signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) sealed by Velez, Joaquin, PE 2=688, 6=688. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.6ti182 MiTek USA, life. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 11 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSOV11 Quaflly Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LINDEN T25886477 77906 D Half Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.43U s Aug % 202i ant 1 ek industries, inc. Thu Lvov 4112:4e:i 5 202l rage I ID:sGoJiQcG_rv8u6JxKzhREgyMcud-aCip1 y_YLW WejtJTuxHtJHPKfBwyLwH4PAjX6WyM7sY 5 0-0 9-0 0 13�-0 19-1-15 24-10 1 30-M 2-0-0 18-0 1-00 24-0 400 440 5915 583 5915 5.00 12 3x8 25 24 2 Scale=1:56.1 4xB = 3x4 II 3x6 = 3x4 = 3x10 = 3x4 II 4 265 27 6 7 8 2829 9 3x4 i 3 1 C31 19 5x6 5x8 = 30 11 3.31 12 rr ro 2x3 II 3x4 = 14 13 12 11 10 3x5 % 7x8 = 7x8 = 3x6 = 2x3 II 6x8 = 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.33 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.83 Vert(CT) -0.61 15-16 >599 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(CT) 0.25 10 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -MS Wind(LL) 0.34 15-16 >999 240 Weight: 186 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, BOT CHORD 2x4 SP M 30 *Except- except end verticals. 2-20: 2x6 SP No.2, 5-14: 2x4 SP No.3, 2-18: 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing. Except: WEBS 2x4 SP No.3 3-7-0 oc bracing: 2-19 WEBS 1 Row at midpt 8-10 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Horz 2=307(LC 12) Max Uplift 10=711(LC 12), 2=868(LC 12) Max Grav 10=1673(LC 1),2=1875(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5378/2600, 3-4=-3742/1768, 4-5=-4039/1944, 5-7=3982/1918, 7-8=-3181/1488 BOT CHORD 17-19=2366/4570, 16-17=2483/4787, 15-16=-1697/3412, 5-15=-476/321, 13-14=-233/522, 11-13=990/2119, 10-11=-990/2119, 2-19=-4983/2592, 18-19=325/611 WEBS 4-16=279/640, 4-15=-053/766, 13-15=1286/2710, 7-15=-475/877, 7-13=-937/536, 8-13=611/1287, 8-10=2510/1171, 3-16=1489/847, 3-18=-266/632 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. II; Ex , C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 1-0-2, Interior(1) 1-0-2 to 9-0-0, Extedor(2R) 9-0-0 to 13-5-12, Interior(l) 13-5-12 to 30-6-4 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. This item has been 3) Provide adequate drainage to prevent water ponding. electronically signed and 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members. Printed copies Of this 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify document are not considered capacity of bearing surface. signed and sealed and the 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) signature must be verified 10=711, 2=es8. on any electronic copies. Joaquin VelerPE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE.° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII QualflyCr/terla, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LINDEN T25886478 77906 D1 Half Hip 1 1 Job Reference o tional Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 412:49:16 2021 Page 1 I D:sGoJ i66G=iv8u8JxKzh REgyMcud-20 GBEI7A6geV LOufSeo6rVySHbHS4QoEegS4ezyMZzX 2-0-0 2 8-0 5 00 6-10 0 11-0-0 13 4-0 19-0-3 24-9-3 3D-8.0 2 0 0 2-8-0 2-4-0 1-10-0 420 2-0-0 5-8-3 5 91 5 10.13 Scale=1:56.1 4x8 = 3x4 11 3x4 = 3x8 = 3x5 = 3x4 11 4 256 26 6 7 8 2728 9 5x5 % 2x3 II 7x8 = 7x8 = 3x8 = 6x8 = 3x4 11 3.31 12 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.41 10-12 >885 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.75 Vert(CT) -0.89 10-12 >414 240 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.25 10 n/a file BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.32 15-16 >999 240 Weight: 190 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purlins, BOT CHORD 2x4 SP M 30'Except- except end verticals. 2-19: 2x6 SP No.2, 5-13: 2x4 SP No.3, 2-17: 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. Except: WEBS 2x4 SP No.3 3-7-0 oc bracing: 2-18 WEBS 1 Row at midpt 8-10, 3-15 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Horz 2=357(LC 12) Max Uplift 10=718(LC 12), 2=862(LC 12) Max Grav 10=1673(LC 1), 2=1875(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5430/2612, 3-4=-0350/1560, 4-5=3160/1570, 5-6=3144/1564, 6-8=-2660/1248 BOT CHORD 16-18=-2471/4679, 15-16=-2579/4878, 14-15=-1527/3011, 5-14=-345/243, 12-13=196/392, 10-12=-852/1708, 2-18=5042/2665, 17-18=-303/567 WEBS 4-15=267/653, 4-14=-140/305, 12-14=107212307, 6-14=-373/568, 6-12=-848/530, 8-12=518/1232, 8-10=2142/1085, 3-15=-1943/1090, 3-17=220/618 NOTES- 1 ) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 1-0-2, Interior(1)1-0-2 to 11-0-0, Exterior(2R) 11-0-0 to 15-4-1, interior(1) 15-4-1 to 30-6-4 zone;C-C for members and farces 8, 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. This item has been 3) Provide adequate drainage to prevent water ponding. electronically Signed and 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members. for truss to truss Printed copies of this 6) Refer to girder(s) connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify document are not considered capacity of bearing surface. signed and sealed and the 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) signature must be verified 10=718, 2=862. on any electronic copies. Joaquin Velez PE No.613182 MiTek USA; Iric. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdoation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LINDEN T25886479 77906 D2 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34952, t$.vsu s Hug 10 zuzT mi r eK mousmes, Inc. i nu Nov 4 rcva:, it cu4 r reyu 1 ID:sGoJiQcG rv8u8JxKzhREgyMcud-WbgZSeOot7mMzATs?MJLOiVj3?fgprDNsTCeAPyMZzW 6-9-14 13 0-0 1741-0 23-10-2 30-8-0 2-0-0 6-9-14 6.2-2 4-8-0 6-2-2 6-9-14 4x8 = 5.00 12 523 4x6 = 625 Scale=1:56.8 3x5 = 2x3 11 3x4 = 3x6 = 3x8 = 2x3 11 3x6 = 2x3 11 23-10-2 M Ib LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.17 12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.61 Vert(CT) -0.32 12-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.12 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.17 10-12 >999 240 Weight: 152 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=238(LC 11) Max Uplift 8=-701(LC 12), 2=887(LC 12) Max Grav 8=1680(LC 1), 2=1878(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.4=-3556/1711, 4-5=-2626/1362, 5-6=2329/1322, 6-7=-2631/1359, 7-8=-3608/1731 BOT CHORD 2-13=1488/3195, 12-13=-1488/3195, 10-12=983/2325, 9-10=-1493/3248, 8-9= 1493/3248 WEBS 4-13=0/280, 4-12=987/561, 5-12=-204/511, 6-10=-225/518, 7-1 0=1 037/594, 7-9=0/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and G-C Exterior(2E)-2-0-11 to 1-0-2, Interior(1)1-0-2 to 13-0-0, Extedor(2R) 13-0-0 to 17-4-1, Interior(1) 17-4-1 to 17.8-0, Exterior(2R)17-8-0 to 22-0-1, Interior(1) 22-0-1 to 30-8-0 zone;C-C for members and forces 8r 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. This item has been 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. using a Digital Signature. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) Printed copies of this 8=701, 2=887. document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, I_ric. FL, Cart 6634 8904'Parke EastBlvd. Tampa FL 33610 Date: November 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 77906 ID3 Hip Qty T25886480 Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 412.49:18 2021 Page 1 ID:sGoJiQcG_rv8u8JxKzhREgyMcud _nNyfzOQeRuDbK12Z3gawwl rFOwCYJ2X57xBjryMZzV 15.8-0 6A-0 7.10-0 113-0 15A-0 1 21-1O-0 25-6-4 30.9-0 6A-0 1-2-0 3-5-0 3.9-0 0 6.2-0 3.8-0 5-1-12 0-4-0 Scale=1:54.0 45 = 5.00 12 4x10 ::: 2.50 12 5x8 = 45 = 2x3 II 1s.8.0 6.6-0 11-3-0 15-0-0 1 21-10-0 304-0 6-8-0 47-0 3.9-0 6.2-0 8.10-0 04-0 Plate Offsets 0(Y)— [1.0-5-9 0-0-0] [1.0-3-41 Edoe] [3.0-30 Edge] [7.0-3-0 Edoe] [10:D-5-410-2-8] [12.0-9-00-3-9] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.46 12-13 >804 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.92 Verl(CT) -0.8512-13 >435 240 MT20HS 1B7/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(CT) 0.41 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.44 12-13 >828 240 Weight: 147 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 24-9 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-11 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 9=Mechanical Max Horz 1=245(LC 11) Max Uplift 1=707(LC 12), 9=707(LC 12) Max Grav 1=1687(LC 1), 9=1687(LC 1) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=6196/2812, 2-4 -5286/2420, 4-5=2895/1447, 5-6=2961/1427, 6-8=-3249/1573, 8-9=3640/1734 BOT CHORD 1-13=2527/5723, 12-13=-2534/5736, 11-12=1985/4778, 10-11=-1306/3024, 9-10=1509/3317 WEBS 2-12=894/525, 4-12=978/2348, 6-11=513/319, 6-10=-264/184, 8-10=-418/278, 5-11=757/1648, 4-11=2706/1275 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. II;,Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-13, Interior(1) &-0-13 to 154-0, Exterior(21R) 15-4-0 to 19-8-1, Interior(l) 19-8-1 to 30-M zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 This item has been plate grip DOL=1.60 electronically signed and 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez, Joaquin, PE to the use of this truss component. using a Digital Signature. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed Copies Of this 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members. Signed and sealed and the 7) Refer to girder(s) for truss to truss connections. signature must be verified 8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. on any electronic Copies. 9) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) Joaquin Velez PE No.66182 1=707, 9=707. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610, Date: November 5,2021 WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 77906 D4 I Roof Special 3 1 1 1 T25886481 Chambers Truss, Fort Pierce, FL - 34982, 6.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 412:49:19 2021 Page 1 ID:sGoJiQcG_rv8u8JxKzh REgyMcudSzxKtJ13PID4CUcE7mLpT7a??oFRHm IgKnhIFHyMZZU 643-0 B-0-0 , 11-31 15-0 0 21-10-0 , 25 6-4 , 30.8-0 6-M 1-4-0 3 3 0 4 1-0 6-6 0 3 8 4 5-1-12 4x5 = 5.00 12 Scale =1:51 A 400 ::r 2.50 F12 5x8 = 4x5 = 2x3 11 4-1-0 LOADING (psi) SPACING- 2-M CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.46 12-13 >802 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.92 Vert(CT) -0.85 12-13 >434 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(CT) 0.41 9 n/a n/a BCDL 10.0 Cade FBC2020/rP12014 Matrix -MS Wind(LL) 0.45 12-13 >827 240 Weight: 147 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-9 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-11 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 9=Mechanical Max Horz 1=-247(LC 10) Max Uplift 1=-707(LC 12). 9=707(LC 12) Max Grav 1=1687(LC 1), 9=1687(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=6196/2864, 2-4=-5286/2479, 4-5= 2875/1480, 5-6=2935/1460, 6-8=-3249/1608, 8-9=3640/1769 BOT CHORD 1-13=2584/5723, 12-13=2590/5736, 11-12=-2050/4777, 10-11=-1330/3024, 9-10=-1541/3318 WEBS 2-12=894/521, 4-12=1 00 1 /2348, 5-11=-788/1692, 6-11=-541/332, 6-10=264/190, 8-10=-418/277, 4-11=2753/1328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-M to 3-0-13, Interior(1) 3-0-13 to 15.4-0, Extedor(2R) 15-4-0 to 18.4-13, Interior(l) 18-4-13 to 30-8-0 zone;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1.60 This item has been plate grip DOL=1.60 electronically signed and 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez, Joaquin, PE to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. using a Digital Signature. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed Copies of this 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members. Signed and Sealed and the 7) Refer to girder(s) for truss to truss connections. signature must be verified 8) Bearing atjoint(s)1 considers parallel to grain value using ANSIrrP1 1 angle to grain formula. Building designer should verify capacity of bearing surface. on any electronic copies. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) Joaquin Velez PE No.68182 1=707, 9=707. MiTek USA, Inc. FL Cert 6634 6904 Parke EastBlvd. Tampa FL 33610- Date: November 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMPI1 Quality criteria, DSB•89 and BCS1 Building Component 6904 Parke Past Blvd. Safety Intormaflon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LINDEN T25886482 77906 D5 ROOF SPECIAL 4 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34902, a.nau s Aug i o zuzi mi I eK mousuries, mc. i nu rvov * hz:4a:z i zuz i rage i I D:sGoJiQcG_rv8u8JxKzh REgyMcud-PM34173JxMGoSomdEBOHYYfMmcOxliNzn5ArJAyMZZS 5 11 8 &0-0 1130 15-4-0 211 10-0 25-0 4 3048-0 32-M 3-0 4-1-0 6 6-0 3 8 4 5-1-12 2-0-0 Scale=1:54.3 45 = 5.00 12 1 I$ 2.50 12 7x10 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TOLL 30.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.14 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.60 Vert(CT) -0.26 14-15 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(CT) 0.11 12 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Wind(LL) 0.16 12-19 >680 240 Weight:178 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-2 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-3 oc bracing. WEBS 2x4 SP No.3 'Except* 6-12: 2x6 SP No.2 SLIDER Right 2x4 SP No.31-6-0 REACTIONS. (size) 1=0-8-0, 12=0-8-0, 10=0-8-0 Max Horz 1=277(LC 10) Max Uplift 1=-395(LC 12), 12=1239(LC 12), 10=505(LC 10) Max Grav 1=914(LC 1), 12=2663(LC 1), 10=306(LC 22) FORCES. (lb) -Max. CompJMax Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2988/1315, 2-4=-1638/659, 4-5=355/249, 5-6=399/225, 6-8=672/1806, 8-10=-390/1562 BOT CHORD 1-15=1068/2878, 14-15=1066/2877, 13-14=285/1502, 12-1.3=-1767/963, 10-12=1348/503 WEBS 2-14=1278/749, 4-14=314/1042, 6-13=-723/2065, 6-12=-1964/878, 8-12=369/488, 4-13=1520/667 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15% B=45ft; L=31ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-13, Intedor(1) 3.0-13 to 15-4-0, Extedor(2R) 15-4-0 to 18-4-13, Interior(1) 18.4-13 to 32-8-11 zone; porch right exposed;C-C for members and forces 8 MWFRS for reactions This item has been shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez, Joaquin, PE 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. using a Digital Signature. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and any other members. document are not Considered 6) Bearing atjoint(s) I considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signed and sealed and the capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) signature must be verified 1=395, 12=1239, 10=505. on any electronic copies. Joaquin Velez:PE No.69182 MiTek USA, Inc. FL Con 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19i2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety tntiormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LINDEN T25886483 77906 G Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982. 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 4 12:49:22 2021 Page 1 rv8u8JxKzhREgyMcud-tYdSVL4xigof3xLpovvW5mCZu?NsU7t601vPscyMZzR 10 24-11-4 30-M 32-M , 0 3-3-4 5.8-12 2-0_0 Scale=1:56.8 RiPMO 4x6 = 3x8 = 4x6 = 4 22 23 5 24 25 6 3x5 _ 3x8 = 46 = 3x8 = 3x5 = 2x3 11 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.21 11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.56 Vert(CT) -0.39 11 >946 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.20 11 >999 240 Weight: 148 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-1-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=179(LC 11) Max Uplift 2=-880(LC 12), 8=880(LC 12) Max Grav 2=1872(LC 1), 8=1872(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3544/1713, 3-4=-3122/1526, 4-5=2851/1466, 5-6=2851/1466, 6-7=-3122/1526, 7-8=3544/1713 BOT CHORD 2-13= 1399/3197, 11-13=-1462/3458, 10-11=1462/3458, 8-10=-1446/3197 WEBS 3-13=470/356, 4-13=-3381796, 5-13=861/388, 5-10=861/388, 6-10=-337/796, 7-10=-471/356 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 1-0-2, Interior(1) 1-0-2 to 9-0-0, Exterior(2R) 9-0-0 to 13-4-1, Interior(1) 13-4-1 to 21-8-0, Exterior(2R) 2141-0 to 26-0-1, Interior(1) 26-0-1 to 32-8-11 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. This item has been 4) Provide adequate drainage to prevent water ponding. electronically signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) Printed copies of this 2=880, 8=880. document are not Considered signed and sealed and the signature must be verified on any electronic copies. Joaquin VelerPE No.63182 MiTek.USA, Inc. FL Cert6634 6904 Parke EastBlvd. Tampa FL 336lb- Date: November 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYM11 QualityCriterle, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LINDEN T25886484 77906 G1 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MITeK Industries, Inc. I nu Nov 4 12:4u:23 zUz1 h 9u8JxKzhREgyMcud-LkBdh4ZTzW Wh5w?McQldzlmgPkODgeGFPfyO3y 24-10-2 30-8-0 , , 32-8- 4x5 = 4x5 = 3x4 = 4 23 5 24 6 Scale=1:56.8 3x5 = 2x3 II 3x8 = 4x6 = 3x8 = 20 II 3x5 = 5-9-14 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.32 BC 0.50 WB 0.50 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft L/d -0.17 11-13 >999 360 -0.40 11-13 >923 240 0.12 8 n/a n/a 0.16 11-13 >999 240 PLATES GRIP MT20 244/190 Weight: 154 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=211(LC 11) Max Uplift 2=-880(LC 12), 8=880(LC 12) Max Grav 2=1872(LC 1), 8=1872(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3595/1714, 3-4=-2872/1423, 4-5=-2580/1388, 5-6=-2580/1388, 6-7=-2872/1423, 7-8=-3595/1713 BOT CHORD 2-14=1403/3241, 13-14=-1403/3241, 11-13=1142/2766, 10-11=-1451/3241, 8-10=-1451/3241 WEBS 3-13=771/472, 4-13=277/675, 5-13= 447/203, 5.11=447/203, 6-11=-277/675, 7-11=772/471 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 1-0-2, Interior(1) 1-0-2 to 11-0-0, Exlerior(21R) 11-0-0 to 15.4-0, Interior(l) 15-4-0 to 19-8-0, Exterior(2R) 19-8-0 to 24-0-1, Interior(1) 24-0-1 to 32-8-11 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 This item has been to the use of this truss component. electronically Signed and 4) Provide adequate drainage to prevent water ponding. Sealed by Velez, Joaquin, PE 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies Of this Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=1b) document are not considered 2=880, 8=880. signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182. MiTek,USA, Inc, FLCert6634 6604 Parke East Blvd. Tampa FL 33810 Date: November 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE.�� Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is akvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LINDEN T25886485 77906 G2 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 0.44U s Hug no zuzi 1011 eK mousuies, Inc. i nu rvov 4 I z.4d.L4 zu4 r rdyd i ID:sGoJiQcG_rv8u8JxKzhREgyMcud-p)dDwl5BEHeMJFVCwKx_ABHvYp3lyl hPT3OWwVyM71P 2-0-0 6-9-14 13-0-0 17-8-0 23-10.2 30 8 0 32 8 0 2 0 0 6-9-14 6-2-2 4-8-0 6.2-2 6-9-14 2 0 0 Scale=1:57.8 5.00 12 4x8 = 524 4x6 = 625 OI$ 3x5 = 2x3 11 3x4 = 3x6 = 3x8 = 2x3 II 3x5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.17 14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.53 Vert(CT) -0.32 14-15 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MS Wind(LL) 0.16 14 >999 240 Weight: 154 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-1-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=243(LC 11) Max Uplift 2=-880(LC 12), 9=880(LC 12) Max Grav 2=1872(LC 1), 9=1872(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3541/1682, 4-5=-2610/1331, 5-6=2311/1311, 6-7=2611/1331, 7-9=-3540/1682 BOT CHORD 2-15=1362/3180, 14-15=-136213180. 12-14=-879/2310, 11-12=1410/3180, 9-11=1410/3180 WEBS 4-15=0/280, 4-14=988/563, 5-14=-200/509, 6-12=201/505, 7-12=987/562, 7-11=0/279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 1-0-2, Interior(1) 1-0-2 to 13-0-0, Exterior(2R) 13-0-0 to 17-4-1, Interior(1) 17-4-1 to 17-8-0, Exterior(2R)17-8-0 to 22-0-1, Interior(1) 22-0-1 to 32-8-11 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=880, 9=880. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek,USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LINDEN T25886486 77906 G3 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 4 12:49:25 ZU21 Page 1 ID:sGoJIOcG_rv8u8JxKzhREgyMcud-H7Jb7N6p7bmDwP40T1 SDjOg1 jDLFhVBZij83TxyMZzO 15-8-0 i -2-0-0 i 5.11-8 i 7-10-0 i 11-3-0 i 15-0-0 1$-4r0i 18d-0 i 24-2-2 i 30-6-0 i 32__ i 2-0-0 6-11-8 1-10.8 3.5-0 3-9-0 2-&0 5.10-2 55.14 2-0-0 04-0 Scale=1:58.7 4x4 = 5.00 12 3x10 = 2.60 r12 3x4 II 5x6 = 3x5 = 6x8 = 16-0-0 5.11-8 11-3-0i 15-0-0 trr4 i 18.4-0 i 24-,2- 'Ell 11. 53.8 3-9.0 2-8-0 5.10-2 6-5-14 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.45 16-17 >818 360 TCDL 15.0 Lumber DOL 1.33 BC 0.77 Vert(CT) -0.84 16-17 >438 240 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.39 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.42 16-17 >871 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 `Except' 2-16: 2x4 SP M 31, 7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except' 12-14: 2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=278(LC 11) Max Uplift 2=-880(LC 12), 10=-880(LC 12) Max Grav 2=1872(LC 1). 10=1872(LC 1) PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 164 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-9 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-1-4 oc bracing. WEBS 1 Row at midpt 5-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=6067/2608, 3-5=-5229/2254, 5-6=2847/1384, 6-7=-2827/1383, 7-9=-3201/1502, 9-10=-355511599 BOT CHORD 2-17=2253/5596, 16-17=-2265/5622, 15-16=4776/4745, 14-15=-1105/2918, 12-13=-85/250, 10-12=1335/3196 WEBS 3-16=-832/460, 5-16=-832/2276, 7-15=-554/357, 12-14=-1263/2977, 9-14=-469/263, 9-12=-305/220, 6-15=-851/1786, 5-15=2741/1205 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 1-0-2, Interior(1) 1-0-2 to 15-4-0, Exterior(2R) 15-4-0 to 19-8-1, Interior(1) 19-8-1 to 32-8-11 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=880, 10=880. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Ina. FL Cart 6634 6904 Parke EastBlvd. Tampa FL 33610 Date: November 5,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek- Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LINDEN T25886487 77906 G4 Roof Special 4 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, -2-0-0 . 5-11-8 5.00 12 5x8 = 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 412:49:26 2021 nrBuBJxKzhREgyMcud-IJszLi7Smuu4YZfalk SFcNCXdgRQOdixNtc? 24-2-2 30-M , 3Z Scale=1:56.8 2.50 12 3x4 15x6 = 3x5 = 3x10 = 5x12 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.61 BC 0.77 WB 0.55 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Ud -0.44 15-16 >830 360 -0.82 15-16 >448 240 0.37 10 n/a n/a 0.42 15-16 >877 240 PLATES MT20 MT20HS Weight: 160 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins. BOT CHORD 2x4 SP M 30 *Except' BOT CHORD Rigid ceiling directly applied or 5-0-7 oc bracing. 2-15: 2x4 SP M 31, 7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except' 12-14,6-15: 2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=280(LC 11) Max Uplift 2=-880(LC 12), 10=-880(LC 12) Max Grav 2=1872(LC 1), 10=1872(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=6064/2658, 3-5=-5244/2313, 5-6=-5290/2486, 6-7=-3122/1654, 7-9=-3147/1509, 9-10=3554/1626 BOT CHORD 2-16=-2310/5593, 15-16=-2322/5624, 14-15=-900/2582, 7-14=-419/350, 10-12=-1359/3195 WEBS 3-15=818/4,95, 5-15=-495/390, 6-14=-446/761, 12-14=-1265/3023, 9-14=-509/282, 9-12=260/203, 6-15=-1451/3296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 1-0-2, Interior(1) 1-0-2 to 15-4-0, Extedor(2R) 15-4-0 to 18-6-7, Interior(1)18-6-7 to 32-8-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 This item has been plate grip DOL=1.60 electronically signed and 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez, Joaquin, PE to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. using a Digital Signature. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed copies Of this 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members. signed and Sealed and the 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity signature must be verified capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) on any electronic copies. 2=880, 10=880. Joaquin Velez PE No.68182 MITek;USA, Inc. FL Cart 6634 690,4 Parke East,Bivd. Tampa FL 33610 Date: November 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 Quality Cdfer/a, DSB.89 and BCSI Btrllding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LINDEN T25886488 77906 G5 Roof Special 1 1 Job Reference o tional Chambers Truss, Fort Pierce, FL - 34982, 675M- Sx8 = 5.00 12 b.43U S AUg lb zuzi mi I eK Induslnes, Inc. I nu Nov 4 l C4d:L/ LVL 1 rdgd 1 I:sGoJiQcG_rv8u8JxKzhREgyMcud-DWQLY274WCOxAjDnbSVhopvOuO1 b9TmrA1 dAXgyMZzM 18-4-0 24-2-2 , 30-8-0 _, 32-8-0 , Scale=1:54.0 2.50 F12 3x4 II 5x6 = 3x5 = 3x10 :::; 5x12 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate•Grip DOL 1.25 TC 0.57 Vert(LL) -0.44 14-15 >832 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.71 Vert(CT) -0.82 14-15 >449 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(CT) 0.37 9 n/a n/a BCDL 10.0 Code FBC2020fTPI2014 Matrix -MS Wind(LL) 0.42 14-15 >881 240 Weight: 157 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-11 oc purlins. BOT CHORD 2x4 SP M 30 *Except' BOT CHORD Rigid ceiling directly applied or 4-10-5 oc bracing. 1-14: 2x4 SP M 31, 6-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except' 11-13,5-14:2x4 SP M 30 REACTIONS. (size) 1=0411-0, 9=0-8-0 Max Horz 1=275(LC 10) Max Uplift 1=-701(LC 12), 9=887(LC 12) Max Grav 1=1680(LC 1), 9=1878(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=6208/2847, 2-4=5294/2405, 4-5=5337/2565, 5-6=3141/1688, 6-8=-3166/1543, 8-9=-3570/1655 BOT CHORD 1-15=2501/5739, 14-15=-2511/5765, 13-14=-935/2602, 6-13=-419/349, 9-11 =-1 386/3210 WEBS 2-14=-913/544, 4-14=-489/387, 5-13=440/760, 11-13=-1291/3037, 8-13=-508/277, 8-11=262/204, 5-14=-147013333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; eave=oft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-13, Interior(1) 3-0-13 to 15-4-0, Exterior(2R) 15-4-0 to 18-6-7, Interior(1)18-6-7 to 32-8-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific electronically signed and to the use of this truss component. sealed by Velez, Joaquin, PE 4) All plates are MT20 plates unless otherwise indicated. using a Digital Signature. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and any other members. document are not Considered 7) Bearing atjoint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signed and sealed and the capacity of bearing surface. signature must be verified 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1OD lb uplift atjoint(s) except at --lb) 1=701, 9=887. on any electronic copies. Joaquin Velez'PE No.68182 MiTek-USA, Inc. FL Cart 6634 6904'Parke East Blvd.. Tampa FL 33610, Date: November 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MITekO� connectors. This design is based only upon parameters shown, and is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSV1PI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LINDEN T25886489 77906 GRA Hip Girder 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, m43u s Aug i o zuzi mi I ex mcusmes, inc. Thu rvov 4 rc4a:4a cuc r ra9n r I D:sGGJiQcG_rvBu8JxKzh REgyMcud-AuY6zk9K2p HfPO N9itX9tE?exgnOdPT8dL6GciyM2iK -2-0-0 3-9-14 7-0-0 11-2-0 15 4 0 18-6-2 224-0 24-0 0 2-0_0 3 9.14 3-2-2 4-2-0 4-2-0 3-2-2 3 9 14 2 0 0 5x6 = Scale=1:43.3 3x8 = 5x6 = 4xo — 3x5 = "'" 3x5 = 3x4 II LOADING (psf) TCLL • 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2020frP12014 CSI. TC 0.92 BC 0.46 WB 0.41 Matrix -MS DEFL. in Vert(LL) -0.18 Vert(CT) -0.34 Horz(CT) 0.09 Wind(LL) 0.19 (loc) I/deft Ud 9 >999 360 9 >793 240 6 n/a n/a 9 >999 240 PLATES GRIP MT20 244/190 Weight: 118 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 7-1-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=135(LC 7) Max Uplift 2=-1191(LC 8). 6=1191(LC 8) Max Grav 2=2445(LC 1), 6=2445(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5053/2229, 3-4=-4621/2138, 4-5=-4621/2138, 5-6=-5053/2229 BOT CHORD 2-11 =1 861/4563, 9-11=2189/5241, 8-9=2189/5241, 6-8=-1861/4563 WEBS 3-11=391/1157, 4-11=901/426, 4-9=-81/257, 4-8=-901/426, 5-8=-391/1158 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This item has been 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except GtAb) electronically signed and 2=1191, 6=1191. sealed by Velez, Joaquin, PE 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 323 lb down and 364 lb up at IDigital Signature. using a g 9 7-0-0, 195lb down and 193 lb up at 9-0-12, 195 lb down and 193 lb up at 11-2-0, and 195 lb down and 193 lb up at 13-3-4, and 90 lb down 22 lb 9-0-12, 90 Printed copies of this 323 lb down and 364 Ib up at 15-4-0 on top chord, and 479 lb down and 187 lb up at 7-0-0, and up at lb down and 22 lb up at 11-2-0, and 90 lb down and 22 lb up at 13-3-4, and 479 lb down and 187 lb up at 153-4 on bottom chord. document are not Considered The design/selection of such connection device(s) is the responsibility of others. Signed and Sealed and the 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Signature must be verified LOAD CASE(S) Standard on any electronic copies. 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Joaquin Velez'PE No.98182 Uniform Loads (plf) MiTek,USA, Irfc. FL Cart 6634 Vert: 1-3=-90, 35=-90, 5-7=-90, 2-6=-20 6904 Parke East Blvd. Tampa FL 33610 Concentrated Loads (lb) Date: Vert: 3=252(B) 5=-252(B)11=-413(B) 9=-75(B) 8=-413(B) 4=169(B)16=-169(B)19= 169(B) 20=-75(B) 21=75(13) November 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Crlterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LINDEN T25886490 77906 GRB Common Girder 1 A L Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.43U s Aug 16 2021 MiTek Industries, Inc. Thu Nov 4 12AU:31 2U21 Page 1 I D:SGOJIQcG_rvBu8JxKzhREgyMcud-6HgsOQBaaRXNeKXYglZdyt4?7eMz5BwR5fbNgbyMZzl -2-0-0 4-1-14 7-M 11-2-0 15.4-0 18-2-2 22-4-0 r 2 0 0 4-1-14 2.10-2 42-0 4-2-0 2-10-2 4-1-14 5x6 11 Scale=1,40.3 Ii 3x4 11 7x8 = 10x18 MT20HS = 7x8 = 3x10 It "��-- THD26-2 HUS26 10x10 = HUS26 HUS26 HUS26 4-1-14 7-0-0 11-2-0 15 4-0 18-2-2 22-4-0 1 4-1-14 2-10-2 4-2-042-0 2-10-2 4-1-14 Plate Offsets (X,Y)— [2:0-2-15,Edge], [8:0-2-15,Edgel, [10:0-3-8,04-4], [13:0-3-0,04-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.33 10-11 >820 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.94 Vert(CT) -0.60 10-11 >449 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.86 Horz(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -MS Wind(LL) 0.34 10-11 >797 240 Weight: 268 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except' TOP CHORD Structural wood sheathing directly applied or 244 cc purlins. 5-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 7-4-3 cc bracing. BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 `Except' 5-11: 2x4 SP M 30 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 2=0-8-0 Max Horz 2=194(LC 24) Max Uplift 8=-4405(LC 8), 2=3424(LC 8) Max Grav 8=10216(LC 1), 2=7566(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-18342f7997, 34=-18402/8120, 4-5=13856/6107, 5-6=13856/6107, 6-7=18871/8213,7-8=-22363/9665 BOT CHORD 2-14=7307/16884, 13-14=7307/16884, 11-13=-7361/16967, 10-11=-7444/17396, 9-10=8870/20643, 8-9=8870/20643 WEBS 5-11=-4452/10177, 6-11=-5653/2473, 6-10=-2024/4817, 7-10=-3775/1656, 7-9=1221/2934, 4-11=5132/2372, 4-13=1923/4330, 3-13=-479/351, 3-14=-282/224 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-4-0 cc. This item has been Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 cc. electronically Signed and Webs connected as follows: 2x4 -1 row at 0-9-0 cc, Except member 4-13 2x4 -1 row at 0-2-0 cc. Sealed by Velez, Joaquin, PE 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to using a Digital Signature. ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. Printed copies of this 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; save=4ft; Cat. document are not considered II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 signed and sealed and the 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific signature must be verified to the use of this truss component. 6) All plates are MT20 plates unless otherwise indicated. on any electronic Copies. 7) The Fabrication Tolerance at joint 5 = 8% Joaquin Velez -PE No.68182 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA, Inc,,FL. Cart 6634 9) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 6904 Parke East Blvd. Tampa FL 33610 will fit between the bottom chord and any other members. Date: 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) November 5,2021 8=4405,2=3424. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSO-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LINDEN T25886490 77906 GRB Common Girder 1 2 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 6.4ou s mug i 0 cuc r rvu r un uurusurna, nru. r uu rvw Y i <.+a.ago < ID:sGoJiQcG_rv8u8JxKzhREgyMcud-6HgsOQBaaRXNeKXYq IZdyf477eMz5BwR5fbNgbyMZzl NOTES- 11) Use USP THD26-2 (With 18-16d nails into Girder 8r 12-10d nails into Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to front face of bottom chord. 12) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-0-12 from the left end to 21-0-12 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-90, 5-8=-90, 2-8=-20 Concentrated Loads (lb) Vert: 11=-1653(F) 10=1667(17)13=-3508(F)16=-1667(F)19=-1653(F) 20=1660(F) 21=1667(F) 22=-1667(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMIf QualityCriteda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LINDEN T25886491 77906 GIRD HALF HIP GIRDER 1 2 Job Reference o tional cnamoers I cuss, ron rierce, rL - 34y8L, o _U oy� ID:sGoJiQcG_rv8u8JxKzhREgyMcud_2vNEnE5ef1p7xrJ37eZ7VEjCFjL1101?HZbpMyMZZE -2-0-0 2 8-0 5 0-0 7-0-0 10 3-12 13 4-0 17-8-14 22 0 0 26 3 2 30-8-0 2-0-0 2Z 2 4 0 2 0 0 3312 3-0� 4 4 14 4 32 4 3-2 4-0 14 5x8 = 5.00 12 4 48 5 P9 4x8 = 4x6 = 3x5 = 630 3132 7 8 33 34 9 35 36 10 37 38 39 11 Scale=1:55.8 �W�F�s! "I 4S ms, IM 23 -' -- 40 '- 41 5x8 = 3x5 % 17 18 15 13 12 3x5 = 2x3 II 3x5 = 7x14 — 43 44 45 46 14 47 48 49 50 3.31 12 7x8 = 5x6 WB = 3x5 = 6x8 = 2 ' 3-0-4 ' 44-14 14-3-2 14-3-2 4-4-14 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2020/TP12014 CSI. TC 0.68 BC 0.91 WB 0.73 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defi Lid -0.46 18-19 >796 360 -0.86 18-19 >427 240 0.31 12 n/a n/a 0.50 18-19 >726 240 PLATES GRIP MT20 244/190 Weight: 371 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-9 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 2-24: 2x6 SP No.2, 2-22: 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. Except: WEBS 2x4 SP No.3 `Except` 5-3-0 oc bracing: 2-23 16-18: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (size) 12=Mechanical, 2=04j-0 Max Horz 2=257(LC 8) Max Uplift 12=1617(1_C 8), 2=-1639(LC 8) Max Grav 12=3528(LC 1), 2=3460(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=11398/5126, 34=9454/4299, 4-5=-10939/5008, 5-6=-11884/5449, 6-8=-11616/5331, 8-9=-7542/3459,9-10=-4559/2092,11-12=-291/176 BOT CHORD 21-23=-4502/9813, 20-21=-4683/10211, 19-20=-4026/8779, 18-19=-5008/10939, 6-18=-601/367,16-17=640/1437, 15-16=-4199/9164,13-15=-3459/7542, 12-13=-2092/4559, 2-23=-10550/4839, 22-23=-523/1152 WEBS 4-20=-744/1750, 4-19=-1195/2629, 5-19=11791618, 5-18=-545/1167, 16-18=-3602/7821, 8-18=1286/2785, 8-16=1010/595, 8-15=1976/902, 9-15=514/1377, 9-13=-3634/1666, 10-13=931/2321,10-12=-5479/2514,3-20=-1863/851,3-22=-504/1204 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 3361U Date: November 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MT&D connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must vedIjl the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSWP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LINDEN T25886491 77906 GRD HALF HIP GIRDER 1 2 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 6.43U S Aug lb ZU11 MI I eK Inaustrles, Inc. I nU NOV 4 1Z.4`J:J0 2VZ1 rage z ID:sGoJiQcG_rv8u8JxKzhREgyMcud _2vNEnE5ef1 p7xrJ37eZ7VEJCFJL11017HZbpMyMZZE NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift atjoint(s) except (A --lb) 12=1617, 2=1639. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239 lb down and 270 lb up at 7-0-0, 188 lb down and 170 lb up at 9-0-12, 188 lb down and 170 lb up at 11-0-12, 188 lb down and 170 lb up at 13-0-12, 195 lb down and 193 lb up at 15-0-12, 195 lb down and 193 lb up at 17-0-12, 195 lb down and 193 lb up at 19-0-12, 195 lb down and 193 lb up at 21-0-12, 195 lb down and 193 lb up at 23-0-12, 195 lb down and 193 lb up at 25-0-12, and 195 lb down and 193 lb up at 27-0-12, and 195 lb down and 193 lb up at 29-0-12 on top chord, and 611 lb down and 293 lb up at 7-0-0, 101 lb down and 43 lb up at 9-0-12, 101 lb down and 43 lb up at 11-0-12, 101 lb down and 43 lb up at 13-0-12, 90 lb down and 22 lb up at 15.0-12, 90 lb down and 22 lb up at 17-0-12, 90 lb down and 22 lb up at 19-0-12, 90 lb down and 22 lb up at 21-0-12, 90 lb down and 22 lb up at 23-0-12, 90 lb down and 22 lb up at 25-0-12, and 90 lb down and 22 lb up at 27-0-12, and 90 lb down and 22 lb up at 29-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-90, 2.4=-90, 4-11=-90, 18-23=-20, 12-17=20, 25-27=20, 23-27=20 Concentrated Loads (lb) Vert: 4=149(B) 7=169(B) 20=-590(B) 28=149(B) 29=-149(B) 30=149(B) 31=-169(B) 33=-169(B) 34=-169(B) 35=-169(B) 36=-169(B) 37=-169(B) 39=-169(B) 40=101(B) 41=101(B) 42=-101(B) 43=75(B) 44=75(81) 45=-75(B) 46=-75(B) 47=-75(B) 48=75(81) 49=-75(B) 50=45(B) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LINDEN T25886492 77906 GRG HIP GIRDER 1 2 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.43V S Aug 1C ZUZ1 MI I eK maustries, Inc. I nU NOV 4 1ZAV;40 ZUZI rage i ID:sGoJiQcG_rvBuBJxKzhREgyMcud-PdbWspGzxaPN_PZukGBGk8sKCSIMETiTiFnFQhyMZzB 2-0-0 , 3 9-14 7-0-0 11-2-14 15-0-0 19-5 2 , _ 23-8-0 26-10-2 30-8 0 r2-0-0 3.9-14 3 2-2 4 2-14 41-2 41-2 42-14 3-2-2 3 9 14 5.00 12 45 = 4x4 = 5x8 = 4 24 0 25 0 26 r 27 0 3x8 = co 6x8 = 4x4 = 3x8 = 45 = Scale=1:56.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.30 15 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.89 Vert(CT) -0.56 15 >661 240 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.32 15 >999 240 Weight: 370 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-13 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,10=0-8-0 Max Horz 2=147(LC 24) Max Uplift 2=-1686(LC 8), 10=1686(LC 8) Max Grav 2=3514(LC 1), 10=3514(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7951/3538, 3-4=-7764/3551, 4-5=-7252/3366, 5-6=-9387/4359, 6-7=-9367/4359, 7-8=-7251/3366, 8-9=-7764/3551, 9-1 0=-7951/3538 BOT CHORD 2-19=-3119/7302, 18-19=-3119/7302, 17-18=4103/9387, 15-17=-4488/10212, 14-15=-4488/10212, 13-14=-4103/9387, 12-13=-3119/7301, 10-12=3119/7301 WEBS 3-18=-450/297, 4-18=-951/2299, 5-18=2671/1214, 5-17=-227/778, 6-17=-1053/471, 6-15=20/437, 6-14=1053/471, 7-14=2271778, 7-13=2671/1214, 8-13=-951/2299, 9-13=-451/297 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 Co. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Do. Webs connected as follows: 2x4 -1 row at 0-9-0 DO. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to This item has been ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. electronically signed and 3) Unbalanced roof live loads have been considered for this design. Sealed by Velez, Joaquin, PE 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. In Digital Signature. using a g g II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Printed copies of this to the use of this truss component. document are not considered 6) Provide adequate drainage to prevent water ponding. signed and sealed and the 7) All plates are 3x4 MT20 unless otherwise indicated. Signature must be verified 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` in 3-6-0 tall by 2-0-0 on any electronic copies. 9) This truss has been designed for a live load of 20.Opsf on the bottom chord all areas where a rectangle wide will fit between the bottom chord and any other members. Joaquin Velez PE No.68182 10) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift atjoint(s) except (it --lb) MiTek USA, Inc. FL Cert 6634 2=1686, 10=1686. 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2021 A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LINDEN T25886492 77906 GRG HIP GIRDER 1 2 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 349d1, 0.4au 5 mug 10 GU41 IVII 1 UK Irluubmuti. uK:. 1 nu Ivuv 9 IL.YJ. 0 G 4 1 rava I D:sGoJiQcG_rv8uBJxKzh REgyMcud-Pdb WspGzxaPN_PZukGBGk8sKCSIMETiTiFnFQhyMZzB NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 323 lb down and 368 lb up at 7-0-0,195 lb down and 193 lb up at 9-0-12, 195 lb down and 193 lb up at 11-0-12,195 lb down and 193 lb up at 13-0-12, 195 lb down and 193 lb up at 15-0-12, 195 lb down and 193 lb up at 15-7-4,195 lb down and 193 lb up at 17-7-4, 195 Ib down and 193 lb up at 19-7-4, and 195 lb down and 193 lb up at 21-7-4, and 323 lb down and 368 lb up at 23-8-0 on top chord, and 479 lb down and 187 lb up at 7-0-0, 90 lb down and 22 lb up at 9-0-12, 90 lb down and 22 lb up at 11-0-12, 90 lb down and 22 lb up at 13-0-12, 90 lb down and 22 lb up at 15-0-12, 90 lb down and 22 lb up at 15-7-4, 90 lb down and 22 lb up at 17-7-4, 90 lb down and 22 lb up at 19-7-4, and 90 lb down and 22 lb up at 21-74, and 479 lb down and 187 lb up at 23-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-90, 4-8=-90, 8-11=-90, 2-10=-20 Concentrated Loads (lb) Vert: 4=252(F) 8=-252(F) 18=-413(F) 5=-169(F)17=75(1`) 6=-337(F) 15=-1 51 (F) 14=75(F) 7=-169(F) 13=-413(F) 24=-169(F) 25=169(F) 26=-169(F) 27=169(F) 28=75(F) 29=-75(F) 30=75(F) 31=-75(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iwiTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyinrormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LINDEN T25886493 77906 GRK HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34902, t1.43U S Aug I ZUZI MI I eK mousmes, Inc. I nU NOV 4 1Z:4 i:JJ ZUZ"I raga l ID:sGoJiQcG_rvBu8JxKzhREgyMcud4p9u39HbiuXEcZ841ziVHLPSOsDez GcwvXoy7yMZzA 2-0-0 5-0-0 10-0-0 15-0-0 _ 17-0-0 2-0-0 5-0-0 5-0-0 5-0-0 2-0_0 4x8 = 4x6 = 3 15 16 17 18 4 Scale=1:31.3 N I$ LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2020frP12014 CSI. TC 0.50 BC 0.38 WB 0.14 Matrix -MS DEFL. in (loc) I/defl Ud Vert(LL) 0.15 7-8 >999 240 Vert(CT) -0.12 7-8 >999 240 Horz(CT) -0.04 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 65lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=106(LC 7) Max Uplift 2=-1229(LC 8), 5=1229(LC 8) Max Grav 2=1330(LC 1), 5=1330(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=2274/2102, 3.4=-2048/2017, 4-5=2274/2102 BOT CHORD 2-8=-1836/2029, 7-8=-1867/2048, 5-7=1843/2030 WEBS 3-8=448/356, 4-7=-441/356 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This miss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This item has been 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) electronically signed and 2=1229, 5=1229. sealed by Velez, Joaquin, PE 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)167 lb down and 255 lb up at In Digital Signature. using a g 9 5-0-0, 86 lb down and 125 lb up at 7-0-12, and 86 lb down and 125 lb up at 7-114, and 167 lb down and 255 lb up at 10-M on top chord, and 248 lb down and 216 lb up at 5-0-0, 35 lb down and 45 lb up at 7-0-12, and 35 lb down and 45 lb up at 7-11-4, and 248 Printed copies of this lb down and 216 lb up at 9-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. document are not Considered 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signed and Sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 on any electronic copies. Uniform Loads (plf) Joaquin Velez PE No.68182 Vert: 1-3=-90, 3-4=-90, 4-6=90, 9-12=-20 MiTek USA; Inc. FL Cart 6634 Concentrated Loads (lb) 6904 Parke EastBlvd. Tampa FL 33610 Vert: 3=-97(B) 4=-97(B) 8=-136(B) 7=-136(B) 16=58(B) 17=-58(B) 19=-29(B) 20=-29(B) Date: November 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with Mi reM connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safetylnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job' Truss Truss Type Qty, Ply LINDEN T25886494 77906 A JACK -OPEN 14 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34952, 0.4aU s rvug 10 zun mt t eK mcusiries, Inc. i nu rvuv 't IL:9y:4V zvz r rdye r ID:sGoJiQcG_rvBuBJxKzhREgyMcud-LOjGHVIETCf5DEHshEkgZyfLGcEi fdm9YGMUZyMZz9 -2-0-0 1.0.0 2-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud TOLL 30.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.00 5 >999 360 TCDL 15.0 Lumber DOL 1.33 BC 0.16 Vert(CT) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Wind(LL) -0.00 5 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=104(LC 12) Max Uplift 3=-55(LC 1), 2=-402(LC 12), 4=-64(LC 1) Max Grav, 3=77(LC 12), 2=432(LC 1), 4=106(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale =1:8.2 PLATES GRIP MT20 244/190 Weight: 6 lb FT = 20% 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. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 4 except Gt—lb) 2=402. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LINDEN T25886495 77906 J3 JACK -OPEN 8 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 349B2, o.gou s Aug -it) Luc t ml t eK muusules, Inc. r nu rvov 4 14:4u.41 LVL 1 rdye 1 ID:sGoJ1QcG_rvBuBJxKzh REgyMcud-pCGeUrisDVnyrslTPOfzMm Ug5gxW RwtvOCOv10yMZz8 -2-0-0 3-0-0 2-0-0 3-0-0 — Scale=1:12.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.22 Vert(CT) -0.00 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Wind(LL) -0.01 4-7 >999 240 Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=153(LC 12) Max Uplift 3=-39(LC 9). 2=296(LC 12) Max Grav 3=82(LC 17), 2=411(LC 1), 4=44(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 0-7-13, Interior(1) 0-7-13 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=296. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek.USA; Inc. EL Cert 6634 6904Parke East Blvd. Tampa FL 33610 Date: November 5,2021 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyIn►ormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job • Truss Truss Type City Ply LINDEN T25886496 77906 J3P JACK -OPEN 4 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 412:49:42 2021 Page 1 I D:sGoJ i QCG_rv8u8JXKzh REgyMcud-HOg01BJ U,pvpTOtfz6GCv_17m39UAN63cslSZSyMZz7 -2-0-0 r o N Scale=1:12.4 3-0-0 3-0-0 Plate Offsets (X,Y)— [2:0-1-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.75 Vert(CT) -0.00 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Wind(LL) 0.00 10 >999 240 Weight: 15Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. SLIDER Left 2x4 SP No.3 1-5-2 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=153(LC 12) Max Uplift 4=-43(LC 9), 2=-406(1-C 12), 5=-34(LC 9) Max Grav 4=34(LC 1), 2=464(LC 1), 5=31(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=331/221 NOTES- 1) Wind: ASIDE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 0-11-5, Interior(1) 0-11-5 to 2-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except at --lb) 2=406. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez -PE No.68182 MiTek USA, Inc. FL Cert-8634 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2021 A WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate thls design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 QuaQlyCdlerla, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type Qty Ply LINDEN T25886497 77906 J5 Jack -Open 8 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 4 12:49A3 2021 Page 1 ID:sGoJiQcG_rv8u8JxKzhREgyMcud-IbOPvXK6171 g4ASrXpnRRBaAaTYbvgMCrW V05uyMZz6 -2-0-0 5.0-0 2 0 0 5-0-0 LOADING SPACING- 2-0-0 CSI. DEFL. in (loc) I/deli L/d 30 TCLL 30.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.02 4-7 >999 360 TCDL 15.0 Lumber DOL 1.33 BC 0.57 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Wind(LL) 0.05 4-7 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=204(LC 12) Max Uplift 3=-106(LC 12), 2=-303(LC 12) Max Grav 3=176(LC 1), 2=495(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:16.4 PLATES GRIP MT20 244/190 Weight: 19 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 0-7-13, Interior(1) 0-7-13 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 3=106, 2=303. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 ' MiTek USA; Irfc,. FL Cart 6634 6904 Parke EastBlvd. Tampa FL 33610 Date: November 5,2021 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LINDEN T25886498 77906 ZIP JACK -OPEN 4 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, -2-0-0 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 4 12:49:43 2021 Page 1 1-1 Scale=1:16.4 5-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.12 5-10 >513 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.97 Vert(CT) -0.03 5-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 4 rite n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. SLIDER Left 2x4 SP No.3 1-5-3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=204(LC 12) Max Uplift 4=-107(LC 12), 2=-440(LC 12), 5=77(1_C 9) Max Grav 4=148(LC 1), 2=531(LC 1), 5=75(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=169/490 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 0-11-5, Interior(1) 0-11-5 to 4-11-4 zone; porch left and right exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except at --lb) 4=107,2=440. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.69182 MiTek USA; Irfc. FL Cent 6834 6904 Parke East Blvd. Tampa.FL 33610 Date: November 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 01, a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty I Ply LINDEN T25886499 77906 J7 Jack -Open 23 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 2-0-0 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 4 12:49:44 2021 7-0-0 7-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.10 4-7 >869 360 TCDL 15.0 Lumber DOL 1.33 BC 0.41 Vert(CT) -0.22 4-7 >387 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -MP Wind(LL) 0.17 4-7 >486 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=254(LC 12) Max Uplift 3=-165(LC 12), 2=326(LC 12), 4=-2(LC 9) Max Grav 3=259(LC 1), 2=594(LC 1), 4=130(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:20.4 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% 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. NOTES- 1) Wind: ASIDE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 0-7-13, Interior(1) 0-7-13 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) 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at --lb) 3=165, 2=326. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin VelerPE No.68182 MiTek USA, Ihc. FL Cert 6634 6904 Parke EastBlvd. Tampa FL 33610 Date: November 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSBTP11 Quality Cr/terla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type Qty Ply LINDEN T25886500 77906 JC3 Jack -Open 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MITek Industries, Inc. Thu Nov 412.49:45 2021 Page 1 ID:sGoJiQcG_rv8u8JxKzhREgyMcud-izW9KCLMHkIOKUbEeEpvXcf W4HIcNkbVJq_7AnyMZz4 -2-M 2-8-0 3-0-0 , 2-0-0 2.8-0 0-0A Scale = 1:12.4 2-3-0 2-8-0 2-3-0 0-5-0 Plate Offsets (X,Y)— 12:0-0-10,0-0-01 LOADING (psf) SPACING- 2-0-0 csI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.00 10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.21 Vert(CT) -0.00 7-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MP Wind(LL) -0.01 7-10 >999 240 Weight: 15lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=153(LC 12) Max Uplift 4=-23(LC 9), 2=294(LC 12), 5=-7(LC 9) Max Grav 4=67(LC 17), 2=417(LC 1), 5=59(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 0-7-13, Interior(1) 0-7-13 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except at --lb) 2=294. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke EastBlvd. Tampa FL 33610 Date: November 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 Quality Criteria, DSO.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Fl. 36610 Job ` Truss Truss Type Qty Ply LINDEN T25886501 77906 JC5 Jack -Open 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 412:49:45 2021 Page 1 ID:sGoJi QcG_rvBuBJxKzhREgyMcud-izW9KCLMHkIOKUbEeEpvXcf W4HCpNkOVJq_7AnyMZz4 -2-0-0 2-8-0 5-0_-0 r 2.0.0 2-8-0 2-4-0 Scale =1:16A LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.03 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.58 Vert(CT) -0.06 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -MP Wind(LL) 0.06 6 >945 240 Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=204(LC 12) Max Uplift 4=-85(LC 12), 2=-299(LC 12), 5=-12(LC 9) Max Grav 4=161(LC 1), 2=507(LC 1), 5=90(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-0-0 cc purlins. Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 0-7-13, Interior(1) 0-7-13 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=299. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE N6.68182 MiTek USA, Inc. PL Cart 6634 6604 Parke East Blvd. Tampa FL 33610- Date: November 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetylnformallon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LINDEN T25886502 77906 JC7 Jack -Open 4 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 412:49:46 2021 Page 1 I D:sGoJiQcG_rvBuBJxKzhREgyMcud-AA4XXYM_22QFyeAQCxK83gcgHhYw6BVeXUjg iDyMZz3 1% 0 2-8-0 7-0-0 2-0-0 2-8-0 4-4-0 Scale=1:20.6 Plate Offsets (X,Y)— [2;0-0-6,Edge], [3:0-1-7,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.13 5-6 >659 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.59 Vert(CT) -0.26 5-6 >324 240 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -MP Wind(LL) 0.22 5-6 >376 240 Weight: 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 *Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-7: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, S=Mechanical Max Horz 2=254(LC 12) Max Uplift 4=-143(LC 12), 2=-322(LC 12), 5=23(LC 12) Max Grav 4=239(LC 1), 2=608(LC 1), 5=134(LC 3) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. NOTES- 1)Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 0-7-13, Interior(1) 0-7-13 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) 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except at --lb) 4=143, 2=322. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek,USA, Inc.. FL Cart 6634 6904 Parke East Blvd. Tampa FL 3361b Date: November 5,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnfomradon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ` Truss Truss Type Qty Ply LINDEN T25886503 77906 K HIP 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.43U S Aug 15 ZU21 MI I ek maustrles, Inc. I nU NOV 4 1 Z:49:4I ZUZ1 rage 1 ID:sGoJiQcG_rv8u8JxKzhREgyMcud-eMevluNdpLY6ZnldmfsNcl kpv4wBrdZom8TDEgyMZz2 -21-0 7-0-0 8 0 0 , 15.0-0 _ _ , 17-0-0 7-0-0 1-0-0 7-0-0 2-0-0 5x6 = 5x6 = Scale=1:31.3 I$ LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.25 9-21 >723 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.46 Vert(CT) -0.13 9-21 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) -0.02 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 65 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-10-9 Oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-5-3, Right 2x4 SP No.3 1-5-3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-135(LC 10) Max Uplift 2=-846(LC 12), 7=-846(LC 12) Max Grant 2=101 O(LC 1), 7=101 O(LC 1) FORCES. (lb) -Max. CcmpJMax Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-1110/1963, 4-5=-949/1914, 5-7=1110/1964 BOT CHORD 2-10=1589/944, 9-10=-1617/949, 7-9=1598/944 WEBS 4-10=563/229, 5-9=-563/229 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 0-11-5, Intedor(1) 0-11-5 to 7-0-0, Extedor(2E) 7-0-0 to 8-0-0, Exterior(2R) 8-0-0 to 12-2-15, Interior(l) 12-2-15 to 17-0-11 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. This item has been 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=1b) 2=846, 7=846. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez -PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610, Date: November 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MTek® ocnnectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infomrallon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type Qty y LINDEN T25886504 77906 K1 COMMON 2 �Pl1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, B.43U S Aug lb 2021 MI I eK Inaustnes, Inc. I nU NOV 4 l L:4U:40 zuzi rage i ID:sGoJiQcG_rv8u8JxKzhREgyMcud-6YBIyEOFafgzBxKpKMNc8FHz8UF4a27x7oCnn6yMzz1 -2-0-0 7-6-0 15-0-0 17-M r 2 0-0 7-6-0 7-6.0 240-0 5x6 = Scale=1;30.8 Ig 7-6-0 7-6-0 Plate Offsets (X Y)- [2:0-4-0 0-1-81 [6:0-4-0 0-1 8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.60 Vert(LL) 0.25 8-19 >726 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.55 Vert(CT) -0.14 8-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -MS Weight: 62 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-11-13 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-142(LC 10) Max Uplift 2=-846(LC 12), 6=-846(LC 12) Max Grav 2=1010(LC 1), 6=1010(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=1097/2110, 4-6=-1097/2110 BOT CHORD 2-8=1697/930, 6-8=1697/930 WEBS 4-8=-1012/318 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 0-11-5, Interior(1) 0-11-5 to 7-6-0, Exterior(2R) 7-6-0 to 10-6-0, Interior(l) 10-6-0 to 17-0-11 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This item has been 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and Will fit between the bottom chord and any other members. Sealed by Velez, Joaquin, PE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=1b) using a Digital Signature. 2=846, 6=846. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE NoA182 MiTek,USA, Inc. FL Cert6634 6904 Parke EasfBlvd. Tampa FL 33610 Date: November 5,2021 ,& WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with powlble personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS01711 Quality Crlterls, DSB-89 and SCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type Qty Ply LINDEN T25886505 77906 KJ5 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 412:49:49 2U21 Page 1 I D:sGoJi QcG_rv8u8JxKzhREgyMcud-allgAaOtLzopp5v7t4u rhSgAmueXJ W u 5DSyKJYyMZzO -2-9-15 3-9-9 7-0-2 2-9-15 3-9-9 3-2-9 Scale=1:19.1 I$ 7-0-2 Plate Offsets (X Y)— [2:0-2-4 0-0-21 LOADING (psi) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.11 6-9 >742 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(CT) 0.09 6-9 >916 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5--Mechanical Max Horz 2=202(LC 8) Max Uplift 4=-89(LC 24), 2=-651(LC 8), 5=-232(LC 5) Max Grav 4=166(LC 17), 2=673(LC 28), 5=166(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-593/288 BOT CHORD 2-6=-360/519 WEBS 3-6=-554/385 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except Gt=lb) This item has been 2=651, 5=232. electronically Signed and 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 159 lb down and 182 lb up at sealed by Velez, Joaquin, PE 1-6-1, 159 lb down and 182 lb up at 1-6-1, and 117 lb down and 54 lb up at 4-4-0, and 117 lb down and 54 lb up at 4-4-0 on top IDigital Signature. using a g 9 chord, and 164 lb down and 112 lb up at 1-6-1, 164 lb down and 112 lb up at 1-6-1, and 6 lb down and 5 lb up at 4-4-0, and 6 lb down and 5 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Printed copies of this 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). document are not considered signed and sealed and the LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 signature must be verified Uniform Loads (plf) on any electronic copies. Vert: 1-4=-90, 5-7=20 Joaquin Velez PE No.68182 Concentrated Loads (lb) MiTek USA, Inc. FL Cart 6634 Vert: 10=116(F=58, B=58) 12=104(F=52, B=52) 13=7(F=3, B=3) 6904 Parke EasfBlvd. Tampa -FL 33610 Date: November 5,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Ili+liTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job • Truss Truss Type Qty Ply LINDEN T25886506 77906 KJ7 DIAGONAL HIP GIRDER 4 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, t3.43U S Aug 1 b 'LUL1 MI I eK Industries, Inc. I nU NOV 4 1L:4U:DU LU21 rage 1 ID:sGoJiQcG_rv8u8JxKzhREgyMcud-2xJ2NwPV6GwgQFUCRnP4DgMLVlyk2szES6huryMZz7 5-2-9 2-9-15 3x4 = I$ Scale:l/2'=1' 5-2-9 9-10-1 r 5-2-9 4-7-8 Plate Offsets (X Y)— [2:0-1-4,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.13 7-10 >897 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.47 Vert(CT) 0.08 7-10 >999 240 BCLL 0.0 Rep Stress Incr, NO WB 0.52 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-10-7 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=253(LC 24) Max Uplift 4=-129(LC 8), 2=-565(LC 8), 5=-136(LC 8) Max Grav 4=211(LC 1), 2=909(LC 28), 5=444(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1271/343 BOT CHORD 2-7=-424/1144, 6-7=-424/1144 WEBS 3-7=0/327, 3-6=-1217/451 NOTES- 1) Wind: ASIDE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. li; Exp C; 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) This item has been 4=129, 2=565, 5=136. electronically signed and 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)159 lb down and 182 lb up at sealed by Velez, Joaquin, PE 1-6-1, 159 lb down and 182 lb up at 1-6-1, 124 lb down and 53 lb up at 4-4-0, 124 lb down and 53 lb up at 4-4-0, and 174lb down In Digital Signature. using a g 9 and 129 lb up at 7-1-15, and 174 lb down and 129 lb up at 7-1-15 on top chord, and 103 lb down and 112 lb up at 1-6-1, 103 lb down and 112 lb up at 1-6-1, 36 lb down and 3 lb up at 4-4-0, 36 lb down and 3 lb up at 4-4-0, and 49 lb down at 7-1-15, and 49 lb Printed copies of this down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. document are not Considered 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Signed and Sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 on any electronic copies. Uniform Loads (pif) Joaquin Valez:PE No.68182 Vert: 1-4=-90, 5-8=-20 MiTek.USA, Inc. FL Cart 6834 Concentrated Loads (lb) 6004 Parke EastBlvd. Tampa FL 33610 Vert: 11=116(F=58, B=58) 13=-98(17 -49, B=-49) 14=1 04(F=52, B=52) 1 5=6(F=3, B=3) 16=57(F=29, 13=29) Date: November 5,2021 ALWARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrPil Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job + Truss Truss Type Qty Ply LINDEN T25886507 77906 KJC7 Diagonal Hip Girder 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 4 12.49:512021 Page 1 ID:sGoJiQcG_rv8u8JxKzhREgyMcud-W 7tQaGQ7ta2X2P307VwJ mtvVEiH7n M BN hmRRN RyMZz -2-5 2-3-8 3 8 8 6-7-8 0-10-1 2-9 15 2-3.8 1-5-0 2-11-0 9 13-2-8 3x5 2-3-8 3 8 8 6-7-8 9-10-1 2-3 8 r 1-5-0 2-11-0 3-2-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.11 9-10 >999 360 TCDL 15.0 Lumber DOL 1.33 BC 0.47 Vert(CT) -0.19 9-10 >615 240 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -MS Wind(LL) 0.11 9-10 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-10-15, 7=Mechanical Max Horz 2=253(LC 8) Max Uplift 6=-64(LC 24), 2=-579(LC 8), 7=-222(LC 8) Max Grav 6=102(LC 17), 2=953(LC 28), 7=575(LC 29) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2210/624, 3-4=-2253/687, 4-5=-2058/620 BOT CHORD 2-11=704/2015, 9-10=-539/1303, 8-9=533/1284, 10-11=-738/2123 WEBS 5-9=-98/353, 5-8=-1420/590, 3-11=-556/225, 4-1 0=-1 38/404, 5-10=469/992 Scale = 1:24.4 PLATES GRIP MT20 244/190 Weight: 48 lb FT = 20% Structural wood sheathing directly applied or 4-5-12 oc purlins. Rigid ceiling directly applied or 8-8-11 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. li; Exp C; 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except at --lb) 2=579, 7=222. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 159 lb down and 182 lb up at 1-6-1. 159 lb down and 182 lb up at 1-6-1, 123 lb down and 38 lb up at 4-4-0, 123 lb down and 38 lb up at 4-4-0, and 171 lb down and 110 lb up at 7-1-15, and 171 lb down and 110 lb up at 7-1-15 on top chord, and 103 lb down and 112 lb up at 1-6-1, 103 lb down and 112 lb up at 1-6-1, 49 lb down and 17 lb up at 4-4-0, 49 lb down and 17 lb up at 4-4-0, and 54 lb down and 27 lb up at 7-1-15, and 54 lb down and 27 lb up 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=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-90, 11-13=20, 11-12=20, 7-10=20, 10-11=20 Concentrated Loads (lb) Vert: 16=116(F=58, B=58)18=-68(F=34, 13=34) 19=104(F=52, B=52) 20=-34(11F=17, B=17)21=-103(F=51, B=-51) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.69182 MiTek USA; Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: November 5,2021 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB•69 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jock. Truss Truss Type city Ply LINDEN T25886508 77906 MV2 Valley 1 1 Job Reference (optional) L;namDers I cuss, FOR coerce, FL - 3496L, 3x4 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 4 12:49:52 2021 Page 1 ID:sGoJiQcG_rvBu8JxKzhREgyMcud-7KRoobRleuAOgZeaZCRYJ5SmF5k7WubXWCA vtyMZyz 2-M 2-0-0 5.00 F12 Scale =1:6.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=2-0-0, 2=2-M, 3=2-0-0 Max Horz 1=32(LC 12) Max Uplift 1=-23(LC 12), 2=-40(LC 12) Max Grav 1=70(LC 1), 2=57(LC 1), 3=25(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610, Date: November 5,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not atruss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSU7P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jots' Truss Truss Type Qty I Ply LINDEN T25886509 77906 MV4 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 412:49:53 2021 Page 1 I D:sGoJi QcG_rv8u BJxKzh REgyMcud-T W 7A7xSNPB I FHiDm6vzorl_gTV2pF Lrg84wYRJyMZyy 4-0-0 4-0-0 3x4 5:� 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 30.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.19 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=79(LC 12) Max Uplift 1=-56(LC 12), 3=-89(LC 12) Max Grav 1=172(LC 1), 3=172(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale=1:11.1 PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez'PE No.68182 MiTek USA, Inc. FL Cert 6634 6904.Parke East Blvd. Tampa FL 33610, Date: November 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general 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 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job. Truss Truss Type City Ply LINDEN T25886510 77906 MV6 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 412:49:53 2021 Page 1 I D:sGoJiQcG_rv8u8JxKzh REgyMcud-TW?A?xSNPB I FHiDm6vzorl_uLV3_FJdg84wYRJyMZyy 6-0-0 3x4 II 3x4 7�- 2x3 II 3x4 II Scale=1:15.7 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.31 BC 0.12 WB 0.14 Matrix-P DEFL. in (loc) I/deft L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-0-0, 44-0-0, 54-0-0 Max Horz 1=129(LC 12) Max Uplift 4=-64(LC 12), 5=-183(LC 12) Max Grav 1=84(LC 1), 4=124(LC 1), 5=356(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=265/124 WEBS 2-5=303/477 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 5-10-4 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) Gable requires continuous bottom chord bearing. j 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at --lb) This item has been 5=183. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke EasfBlvd. Tampa FL 33610 Date: November 5,2021 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSBTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job. Truss Truss Type Qty Ply LINDEN T25888511 77906 MV8 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 4 12:49:54 2021 Page 1 ID:sGoJiQcG_rv8u8JxKzhREgyMcud-xiZZDHSOAVQ6vsozgdUIOWX?zvNc mZgNkf5zmyMZyx 3x4 11 5 4 3x4 2x3 II 3x4 II Scale=1:20.3 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.51 BC 0.22 WB 0.16 Matrix-P DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d n/a n/a 999 n/a n/a 999 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-0-0, 4=8-0-0, 5=8-0-0 Max Horz 1=180(LC 12) Max Uplift 4=-86(LC 12), 5=-253(LC 12) Max Grav 1=126(LC 1), 4=166(LC 1), 5=492(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=313/154 WEBS 2-5=-403/545 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 4-0-0, Interior(1) 4-0-0 to 7-10-4 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except (jt=lb) This item has been 5=253. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA; Inc. FL Cert 6634 6904 Parke EastBlvd. Tampa FL 33610- Date: November 5,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. -- • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS111 Pif Quality Criteria, DSB.89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job- Truss Truss Type Qty Ply LINDEN T25886512 77906 MV10 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 412:49:52 2021 Page 1 ID:sGoJiQcG_rv8uBJxKzhREgyMcud-7KRoobRleuAOgZeaZCRYJ68dt5fJ Ws7XwQA_vtyMZyz 0.0-0 0-0-0 3x4 11 3x4 2x3 51 43x4 II Scale=1:25.3 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.68 BC 0.34 WB 0.17 Matrix-S DEFL. in (loc) I/defl Ud Vert(LL) n/a n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=10.0-0, 4=10-0-0, 5=10-0-0 Max Horz 1=230(LC 12) Max Uplift 4=-113(LC 12), 5=-312(LC 12) Max Grav 1=179(LC 1), 4=218(LC 1), 5=606(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=321/157, 3-4=177/256 WEBS 2-5=-489/559 NOTES- 1) Wind: ASIDE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 9-10-4 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) This item has been 4=113, 5=312. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA; Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. -- Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117PIl Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safetylnfomrat/on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job - Truss Truss Type Qty Ply LINDEN T25886513 77906 V4 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 5.00 12 3x4 8A30 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 4 12:49:57 2021 Page 1 ID:sGoJiQcG_rv8u8JxKzhREgyMcud-LHEhrJVuSQohmKWYL11 k089cg6PaB9gG3iula4yMZyu 4-0-0 2-0-0 3x6 = 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.14 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=-19(LC 10) Max Uplift 1=-59(LC 12), 3=-59(LC 12) Max Grav 1=140(LC 1), 3=140(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.5 PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purling. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; 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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom Chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott6634 6904 Parke EastBNd. Tampa FL 33610 Date: November 5,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pl1 Qual/ly Cdterls, DSB-B9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job'* Truss Truss Type Qty Ply LINDEN T25886514 77906 V8 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 412.49:58 2021 Page 1 ID:sGoJiQcG_rv8u8JxKzhREgyMcud-pTo33fV WDkwYOU5kvTYzYMhfRWl6wbOPIMdJ6XyMZyt 4-0-0 8-0-0 3x4 i 2x3 II 44 = 3x4 Scale=1:14.6 - — 8-0-0 LOADING (psi) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.18 Vert(CT) n/a - We 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-P Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-0-0, 34-0-0, 44-0-0 Max Horz 1=-49(LC 10) Max Uplift 1=-90(LC 12), 3=-90(LC 12), 4=-122(LC 12) Max Grav 1=181(LC 1), 3=181(LC 1), 4=359(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-277/366 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; 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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except at --lb) 4=122. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Carl 6634 6904 Parke EastBlvd. Tampa FL 33610 Date: November 5,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. -- Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPif Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job " Truss Truss Type Qty Ply LINDEN T25886515 77906 V12 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 6-0-0 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 412,49:55 2021 Page 1 Scale=1:18.9 4x6 = 4 3x4 2x3 II 3x4 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020(rP12014 CSI. TC 0.91 BC 0.48 WB 0.15 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 38 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=12-0-0, 3=12-0-0, 4=12-0-0 Max Horz 1=79(LC 11) Max Uplift 1=-121(LC 12), 3=121(LC 12), 4=245(LC 12) Max Grav 1=264(LC 21), 3=264(LC 22), 4=646(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-477/490 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 6-0-0, Exterior(2R) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-3-4 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) This item has been 1=121, 3=121, 4=245. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSS-89 and SCSI Building Component 6904 Parke East Blvd. Saretylnlonnaflon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LINDEN T25886516 77906 V14 Valley 1 1 Job Reference (optional) L:namoers I russ, ton tierce, t-L - 34ydL, 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 4 12:49:56 2021 Page 1 ID:sGoJiQcG_rv8u8JxKzhREgyMcud-t5gJezUGh6gg8Axlo2W VrxcOvj6iShj7g28C2eyMZyv 7-4-0 1448-0 7-4-0 7-" Scale=1:23.1 4x4 = 3x4 8 7 6 2x3 II 2x3 II 2x3 II 3x4 14-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.05 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 50 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-8-0. (lb)- Max Horz 1=98(LC11) Max Uplift All uplift 100 lb or less at joints) 1, 5, 7 except 6=-224(LC 12), 8=-224(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 7=300(LC 1), 6=435(LC 22), 8=435(LC 21) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-6=350/401, 2-8=350/401 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 4-0-0, Interior(1) 4-0-0 to 7-4-0, Exterior(2R) 7-4-0 to 10-4-0, Interior(l) 10-4-0 to 13-11-4 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 5, 7 except This item has been (jt=1b) 6=224, 8=224. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.0182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa.FL 33610 Date: November 5,2021 WARNING - Vertfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. -- Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?plf Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Informotion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-116rr - -I- For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. 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 Z Connected Wood Trusses. 64-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses 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. © 2012 MiTek® All Rights Reserved M1Ip MiTek' MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 Failure to Follow Could Cause Property Damage or Personal Injury 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 R 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 ANSUTPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.