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HomeMy WebLinkAboutAPPROVED, S TRUSS CUT (3)RE: 77075 -STROKE Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: JM REID CONSTRUCTION Project Name: STROKE Model: Tampa, FL 33610-4115 Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COUNTY State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 54 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 T21671466 A 10/23/20 15 T21671480 D6 10/23/20 2 T21671467 Al 10/23/20 16 T21671481 D7 10/23/20 3 T21671468 A2 10/23/20 17 T21671482 D8 10/23/20 4 T21671469 A3 10/23/20 18 T21671483 D9 10/23/20 5 T21671470 A4 10/23/20 19 T21671484 E 10/23/20 6 T21671471 B 10/23/20 20 T21671485 F 10/23/20 7 T21671472 B1 10/23/20 21 T21671486 F1 10/23/20 8 T21671473 C 10/23/20 22 T21671487 F2 10/23/20 9 T21671474 D 10/23/20 23 T21671488 G 10/23/20 10 T21671475 D1 10/23/20 24 T21671489 G1 10/23/20 11 T21671476 D2 10/23/20 25 T21671490 G2 10/23/20 12 T21671477 D3 10/23/20 26 T21671491 GR6 10/23/20 13 T21671478 D4 10/23/20 27 T21671492 GRA 10/23/20 14 T21671479 D5 10/23/20 28 T21671493 GRB 10/23/20 This item has been electronically signed and sealed by Finn, Walter, 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: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. 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. Finn, Waiter October 23,2020 1 of 2 MiTek RE: 77075 -STROKE Site Information: Customer Info: JM REID CONSTRUCTION Project Name: STROKE Model: Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COUNTY State: FL No. Seal# Truss Name Date 29 T21671494 GRC 10/23/20 30 T21671495 GRID 10/23/20 31 T21671496 GRE 10/23/20 32 T21671497 GRF 10/23/20 33 T21671498 GRG 10/23/20 34 T21671499 GRK 10/23/20 35 T21671500 J 1 10/23/20 36 T21671501 AP P 10/23/20 37 T21671502 J3 10/23/20 38 T21671503 J3P 10/23/20 39 T21671504 J5 10/23/20 40 T21671505 J5P 10/23/20 41 T21671506 J6 10/23/20 42 T21671507 J7 10/23/20 43 T21671508 K 10/23/20 44 T21671509 K1 10/23/20 45 T21671510 K2 10/23/20 46 T21671511 KJ3 10/23/20 47 T21671512 KJ5 10/23/20 48 T21671513 KJ6 10/23/20 49 T21671514 KJ7 10/23/20 50 T21671515 MV2 10/23/20 51 T21671516 MV4 10/23/20 52 T21671517 MV6 10/23/20 53 T21671518 V4 10/23/20 54 T21671519 V8 10/23/20 2 of 2 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply STROKE T21671466 77075 A Half Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:49:27 2020 Page 1 I D: DfEM8kil CgwtEJLsy7mjw5yQvaD-EzY75Q_xRov3EnHDwLvI N4H WskHhkKOW H?v45dyQbUc 2-0-0 5-8-12 9-0-0 16-1-3 23-0-9 30-0-0 36-11-7 43-10-13 51-0-0 2-0-0 5-8-12 3-3 4 7-1-3 6-11-7 6-11-7 6-11-7 6-11-7 7-1-3 7x10 MT18HS = 5.00 t2 6x8 = 6x8 = 4x6 = 4 26 5 27 6 7 8 28 29 9 10 11 30 4x8 = Scale = 1:89.3 3x4 11 12 21 20 19 18 17 16 15 14 13 5x6 =4x6 = 5x8 MT18HS = 7x8 MT18HS = 7x8 = 9-0-0 16-1-3 23-0-9 30-0-0 36-11-7 43-10-13 51-0-0 9-0-0 7-1-3 6-11-7 6-11-7 6-11-7 6-11-7 7-1-3 Plate Offsets (X,Y)-- [4:0-3-12,0-3-8j, [6:0-4-0,Edge], [9:0-4-0,Edge], [13:Edge,0-4-12j, [15:0-3-12,0-4-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.63 16-18 >966 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -1.17 16-18 >520 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.22 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.99 16-18 >617 240 Weight: 340 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, 1-4: 2x4 SP M 30 except end verticals. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing. 15-17,17-20: 2x6 SP 240OF 2.0E WEBS 1 Row at midpt 4-19, 8-15, 10-14 WEBS 2x4 SP No.3 2 Rows at 113 pts 11-13 REACTIONS. (size) 13=Mechanical, 2=0-8-0 Max Horz 2=308(LC 12) Max Uplift 13=-1218(LC 12), 2=-1383(LC 12) Max Gram 13=1879(LC 1), 2=1992(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4376/3650, 3-4=-4144/3398, 4-5=-5729/4658, 5-7=-6555/5238, 7-8=-6407/5082, 8-10=-5260/4159, 10-11=-3178/2531 BOT CHORD 2-21=-3576/4011, 19-21=-3198/3809, 18-19=-4655/5727, 16-18=-5238/6555, 15-16=-5082/6407, 14-15=-4165/5270, 13-14=-2531/3178 WEBS 3-21=-320/460, 4-21=-258/436, 4-19=-1762/2233, 5-19=-921/869, 5-18=-658/996, 7-18=-318/343, 8-16=-44/337, 8-15=-1292/1041, 10-15=-440/730, 10-14=-2359/1857, 11-14=-804/1234, 11-13=-3547/2822 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=51ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-1-3, Interior(1) 3-1-3 to 9-0-0, Exterior(2) 9-0-0 to 16-1-3, Interior(1) 16-1-3 to 50-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 4x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 13=1218, 2=1383. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP11 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 STROKE T21671467 77075 Al Half Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:49:29 2020 Page 1 ID: DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-AMgtW6?BzP9nU5Rb2mxmSVNoGYxwCKGpkJOBAWyObUa r2-0-0 , 5-9-14 11-0-0 19-1-1 27-0-6 34-11-10 42-10-15 T-0-0 2-0-0 5-9-14 5-2-2 8-1-1 7-11-5 7-11-5 7-11-5 8-1-1 5.00 12 4x8 = Scale = 1:89.8 7x8 MT18HS = 4x4 = 6x8 = 4x4 = 7x8 = 4x5 = 5x8 = I 25 26 275 6 7 28 29 8 9 30 10 20 19 18 17 16 15 14 13 12 11 3x4 II 4x4 = 5x6 = 4x5 = 4x4 = 6x8 = 4x10 = 4x6 = 5x8 = 3x10 11 5-9-14 11-0-0 19-1-1 27-0-6 34-11-10 42-10-15 51-0-0 5-9-14 5-2-2 8-1-1 7-11-5 7-11-5 7-11-5 8-1-1 Plate Offsets (X,Y)-- [4:0-2-0,0-4-0], [6:0-4-0,Edge], [8:0-4-0,0-4-8], [12:0-3-8,0-2-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.49 15-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.92 15-17 >661 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.19 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.78 15-17 >784 240 Weight: 345 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins, 1-4: 2x4 SP M 30 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-6-8 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-17, 7-14, 9-14, 10-12 4-17,5-15,7-14,9-14,10-12: 2x4 SP M 30 REACTIONS. (size) 11=Mechanical, 2=0-8-0 Max Horz 2=360(LC 12) Max Uplift 11=-1223(LC 12), 2=-1379(LC 12) Max Gram 11=1879(LC 1), 2=1992(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4424/3646, 3-4=-3946/3246, 4-5=-5088/4173, 5-7=-5392/4344, 7-8=-4659/3720, 8-9=-4662/3723, 9-10=-2909/2331, 10-11 =-1 805/1550 BOT CHORD 2-20=-3643/4054, 19-20=-3643/4054, 17-19=-3086/3605, 15-17=-4170/5086, 14-15=-4344/5392, 12-14=-2331/2909 WEBS 3-19=-598/618, 4-19=-238/445, 4-17=-1351/1797, 5-17=-726/720, 5-15=-261/442, 7-14=-841/716, 8-14=-419/488, 9-14=-1602/2011, 9-12=-1452/1357, 10-12=-2647/3306 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=51ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-1-3, Interior(1) 3-1-3 to 11-0-0, Exterior(2) 11-0-0 to 18-2-9, Interior(1) 18-2-9 to 50-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.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) 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 Qt=lb) 11=1223, 2=1379. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP11 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 STROKE T21671468 77075 A2 Roof Special 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:49:30 2020 Page 1 I D: DfEM8kilCgwtEJLsy7mjw5yQvaD-eYEFjSOpkjHe5EOobTS?_ivzjxlYxhoyzz7kiyyQbUZ -2-0-0 6-5-2 12-2-8 18-8-8 25-2-8 2 -0 0 33-9-0 41-6-0 49-3-0 1-0-0 2-0-0 6-5-2 5-9-6 6-6-0 6-6-0 0-9- 7-9-0 7-9-0 7-9-0 2 yi1 5x8 MT18HS = 3x5 = 5.00 F1-2 A s zn Scale = 1:91.3 5xl2 MT18HS = 5x6 6x8 = 3x4 II 4x6 =3x6 = 5x10 = 7 31 32 8 9 10 33 11 12 3x5 3 27 26 Ell 23 22 21 20 19 18 48 = 3x4 II 46 = 4x4 = 7x8 = 44 = 4x5 = 17 16 15 14 13 4x8 4x6 5x8 = 5x6 = 3x10 12-2-8 18-8-8 25-2-8 2 -0 0 33-9-0 41-6-0 49-3-0 1-0-0 6-5-2 5-9-6 6-6-0 6-6-0 0-9- 7-9-0 7-9-0 7-9-0 1-9-0 Plate Offsets (X,Y)-- [4:0-5-12,0-2-81, [7:0-8-8,0-2-0], [9:0-3-0,Edge], [11:0-7-12,0-2-81, [15:0-3-8,0-2-81, [19:0-4-0,0-4-81 o 6 0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.47 19-20 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.87 19-20 >698 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.18 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.74 19-20 >820 240 Weight: 347 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 2=0-8-0, 13=Mechanical Max Horz 2=374(LC 12) Max Uplift 2=-1378(LC 12), 13=-1224(LC 12) Max Grav 2=1992(LC 1), 13=1879(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4402/3518, 3-4=-3817/3116, 4-5=-4450/3700, 5-6=-4705/3872, 6-7=-4790/3929, 7-8=-4023/3322, 8-1 0=-4023/3322, 10-11 =-2736/2276, 11-12=-663/552, 12-13=-1878/1541 BOT CHORD 2-23=-3506/4031, 22-23=-3506/4031, 20-22=-2943/3474, 19-20=-3669/4450, 18-19=-3844/4720, 17-18=-3655/4485, 15-17=-2214/2736, 14-15=-470/577 WEBS 3-23=0/264, 3-22=-724/623, 4-22=-233/442, 4-20=-1014/1337, 5-20=-678/653, 5-19=-240/421, 6-19=-380/295, 7-18=-1374/1775, 7-17=-564/487, 8-17=-429/526, 10-17=-1301/1569, 10-15=-1340/1255, 11-15=-2123/2629, 11-14=-1523/1402, 12-14=-1428/1740, 6-18=-1513/1289 Structural wood sheathing directly applied or 2-10-11 oc purlins, except end verticals. Rigid ceiling directly applied or 3-8-12 oc bracing. 1 Row at midpt 4-20, 7-17, 10-17, 11-15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=51ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-1-3, Interior(1) 3-1-3 to 12-2-8, Exterior(2) 12-2-8 to 17-3-11, Interior(1) 17-3-11 to 26-0-0, Exterior(2) 26-0-0 to 31-1-3, Interior(1) 31-1-3 to 49-3-0, Exterior(2) 49-3-0 to 50-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.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) 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 Qt=lb) 2=1378, 13=1224. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ANSI7TP11 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 STROKE T21671469 77075 A3 Roof Special 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MITek Industries, Inc. Fri Oct 23 07:49:31 2U20 Page 1 ID:DfEM8kilCgwtEJLsy7mjw5yQvaD-6koexo1SVOPVjOb_9BzEXws9LLdKg8R6CdtHEPyQbUY r2-0-0 , 5-5-5 10-2-8 16-8-8 23-2-8 28-0-0 34-5-0 46-1%0 47-3-0 51-0-0 2-0-0 4-9-3 6-6-0 6-6-0 4-9-8 6-5-0 6-5-0 6-5-0 3-9-0 5x8 MT18HS = 5x8 MT18HS = 3x4 II 4x6 = 3x5 = 5x8 MT18HS = 7 31 32 833 9 10 34 Scale = 1:91.3 5x8 = 11 e s 7 n n 0 0 N 24 23 21 20 18 17 15 14 13 48 = 3x4 II 4x4 = 5x6 = 4x4 = 4x4 = 4x5 = 4x8 = 46 = 4x5 = 4x5 = 3x10 7x8 WB — 10-2-8 16-8-8 23-2-8 28-0-0 34-5-0 40-10-0 47-3-0 51-0-0 5-5-5 4-9-3 6-6-0 6-6-0 4-9-8 6-5-0 6-5-0 6-5-0 3-9-0 Plate Offsets (X,Y)-- [4:0-5-12,0-2-81, [7:0-5-12,0-2-81, [9:0-3-0,Edge], [11:0-5-12,0-2-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.51 20 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.95 20-21 >642 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.18 13 ri n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.81 20 >755 240 Weight: 347 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 13=0-8-0 Max Horz 2=374(LC 12) Max Uplift 2=-1378(LC 12), 13=-1224(LC 12) Max Grav 2=1995(LC 17), 13=1879(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4441/3690, 3-4=-4006/3374, 4-5=-5047/4303, 5-6=-5606/4764, 6-7=-4149/3543, 7-8=-3400/2990, 8-10=-3400/2990, 10-11=-2473/2216, 11-12=-1186/1049, 12-13=-1852/1648 BOT CHORD 2-24=-3698/4168, 23-24=-3698/4168, 21-23=-3244/3680, 20-21=-4347/5047, 18-20=-4821/5616, 17-18=-3251/3850, 15-17=-2079/2480, 14-15=-875/1036 WEBS 3-23=-549/506, 4-23=-213/397, 4-21=-1318/1652, 5-21=-769/762, 5-20=-553/707, 6-20=-315/364, 6-18=-2405/2106, 7-18=-1355/1719, 7-17=-631/554, 8-17=-367/453, 10-17=-1078/1298, 10-15=-1272/1206, 11-15=-1675/2010, 11-14=-1212/1151, 12-14=-1429/1693 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 3-3-15 oc bracing. 1 Row at midpt 4-21, 6-18, 7-17, 10-17, 11-15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=51ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-1-3, Interior(1) 3-1-3 to 10-2-8, Exterior(2) 10-2-8 to 15-3-11, Interior(1) 15-3-11 to 28-0-0, Exterior(2) 28-0-0 to 33-1-3, Interior(1) 33-1-3 to 47-3-0, Exterior(2) 47-3-0 to 50-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1378, 13=1224. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ANSI7TP11 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 STROKE T21671470 77075 A4 Roof Special 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:49:32 2020 Page 1 I D: DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-aXLO8824GKXM LYAAjuUT47?MOIzH PcIFQHcrmryQbUX 1-2-0-0 , 4-8-13 8-2-8 14-8-8 21-2-8 25-7-4 30-0-0 37-7-8 45-3-0 51-0-0 2-0-0 4-8-13 3-5-11 6-6-0 6-6-0 4-4-12 4-4-12 7-7-8 7-7-8 5-9-0 Scale = 1:91.3 5x8 = 3x4 II 5x8 = 8 28 29 30 9 31 10 32 21 -- 19 18 16 — 14 '"' 13 12 48 = 4x4 = 5x6 = 6x8 = 7x8 WB 4x5 = 4x10 = 4x5 = 3x10 4x6 = 5x6 = 33 0 i 8-2-8 14-8-8 21-2-8 30-0-0 37-7-8 45-3-0 51-0-0 8-2-8 6-6-0 6-6-0 8-9-8 7-7-8 7-7-8 5-9-0 Plate Offsets (X,Y)-- [4:0-9-0,0-2-41, [8:0-5-12,0-2-81, [10:0-5-4,0-2-41, [15:0-2-8,0-2-81, [18:0-1-8,0-2-12) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.64 18 >950 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.20 16-18 >510 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.17 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 1.01 18 >604 240 Weight: 338 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 4-6: 2x4 SP M 31 except end verticals. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 17-20: 2x6 SP 240OF 2.0E WEBS 1 Row at midpt 4-19, 7-18, 7-16, 8-16, 8-14, 10-14, 11-12, WEBS 2x4 SP No.3 *Except* 11-13 7-18,7-16: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=374(LC 12) Max Uplift 2=-1378(LC 12), 12=-1224(LC 12) Max Grav 2=2023(LC 17), 12=1879(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4488/3745, 3-4=-4230/3483, 4-5=-5884/4888, 5-6=-6973/5610, 6-7=-7731/6256, 7-8=-3756/3113, 8-9=-2726/2432, 9-10=-2726/2432, 10-11=-1559/1371, 11-12=-1833/1666 BOT CHORD 2-21=-3738/4269, 19-21=-3372/4006, 18-19=-4973/5986, 16-18=-3908/4819, 14-16=-2765/3519, 13-14=-1136/1398 WEBS 3-21=-309/415, 4-21 =-1 74/396, 4-19=-1804/2244, 5-19=-919/853, 5-18=-818/1233, 6-18=-3181/2661, 7-18=-2890/3637, 7-16=-2036/1780, 8-16=-1324/1861, 8-14=-1027/736, 9-14=-476/565, 10-14=-1481/1861, 10-13=-966/969, 11-13=-1461/1818 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=51ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-1-3, Interior(1) 3-1-3 to 8-2-8, Exterior(2) 8-2-8 to 13-3-11, Interior(1) 13-3-11 to 30-0-0, Exterior(2) 30-0-0 to 35-1-3, Interior(1) 35-1-3 to 45-3-0, Exterior(2) 45-3-0 to 50-4-3, Interior(1) 50-4-3 to 50-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1378, 12=1224. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP11 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 STROKE T21671471 77075 B HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:49:33 2020 Page 1 I D: DfEM8kil CgwtEJLsy7mjw5yQvaD-37vOLU2i 1 efDyil N HbOicLXbQ9Pw84kPfxMOJHyQbU W 7-5-3 14-1-12 21-0-0 28-3-0 32-11-11 37-8-0 43-1-10 49-3-0 ,51-3-0 , 7-5-3 6-8-9 6-10-4 7-3-0 4-8-8 4-8-8 5-5-10 6-1-6 2-0-0 5x8 = 5.00 12 5x6 = 20 19 -' 18 '" '"- 16 14 13 4x5 = 3x4 II 5x6 = 3x4 Scale = 1:87.2 3x5 = 3x6 = 3x8 = 3x6 = 6x8 = 3x4 II 45 = 7-5-3 14-1-12 21-0-0 28-3-0 37-8-0 43-1-10 49-3-0 7-5-3 6-8-9 6-10-4 7-3-0 9-5-0 5-5-10 6- Plate Offsets (X,Y)-- [1:0-1-12,0-1-8j, [5:0-5-4,0-2-4j, [6:0-3-0,0-2-4j, [8:0-2-0,0-3-4j, [19:0-3-0,0-3-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.21 14-16 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.37 14-16 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.08 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.20 20-24 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 14=0-8-0, 11=0-8-0 Max Horz 1=-418(LC 10) Max Uplift 1=-810(LC 12), 14=-1796(LC 12), 11=-437(LC 12) Max Grav 1=1413(LC 17), 14=2305(LC 1), 11=279(LC 22) PLATES GRIP MT20 244/190 Weight: 277 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-11 oc bracing. WEBS 1 Row at midpt 4-18, 5-16, 6-16, 7-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3020/2111, 2-4=-2332/1751, 4-5=-1536/1326, 5-6=-886/937, 6-7=-985/927, 7-9=-699/956, 9-10=-850/966, 10-11=0/859 BOT CHORD 1-20=-1751/3041, 19-20=-1751/3041, 18-19=-1240/2323, 16-18=-628/1560, 14-16=0/418, 13-14=-703/150, 11-13=-703/150 WEBS 2-20=-14/288, 2-19=-781/678, 4-19=-235/534, 4-18=-1018/813, 5-18=-493/881, 5-16=-870/692, 7-16=-644/1024, 7-14=-2002/1751, 9-14=-330/346, 10-14=-551/1106, 10-13=-463/204 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-11-2, Interior(1) 4-11-2 to 21-0-0, Exterior(2) 21-0-0 to 35-2-9, Interior(1) 35-2-9 to 51-3-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=810, 14=1796, 11=437. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 ANSI/TP11 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 STROKE T21671472 77075 131 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:49:35 2020 Page 1 I D: DfEM8kilCgwtEJLsy7mjw5yQvaD-?W 18m94yYFvxCOuIO02Ahmdw5y4ocyJi7FrVNAyQbUU 8-1-3 15-6-10 23-0-0 26-3-0 31-11-8 37-8-0 43-1-10 49-3-0 51-3-0 8-1-3 7-5-6 7-5-6 3-3-0 5-8-8 5-8-8 5-5-10 6-1-6 2-0-0 Scale = 1:87.6 5.00 15x82 5x6 — 22 -' 20 -' 19 '- 17 -- 16 '- 14 13 4x5 = 3x4 II 4x6 = 3x5 = 3x8 = 4x5 = 3x6 = 6x8 = 3x4 II 4x5 — 3x4 3x5 = 3x6 = 8-1-3 15-6-111 23-0-0 26-3-0 31-11-8 37-8-0 43-1-10 49-3-0 8-1-3 7-5-6 7-5-6 3-3-0 5-8-8 5-8-8 5-5-10 6-1-6 Plate Offsets (X,Y)-- f1:0-1-12,0-1-81,[5:0-5-4,0-2-41,[6:0-3-0,0-2-41,[8:0-1-8,0-1-81,f14:0-3-8,0-3-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.16 19-20 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.31 19-20 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.07 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.25 22-26 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 14=0-8-0, 11=0-8-0 Max Horz 1=-455(LC 10) Max Uplift 1=-820(LC 12), 14=-1754(LC 12), 11=-469(LC 12) Max Grav 1=1381(LC 17), 14=2267(LC 1), 11=312(LC 22) PLATES GRIP MT20 244/190 Weight: 292 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing. WEBS 1 Row at micipt 2-20, 4-19, 5-17, 9-16 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2892/2064, 2-4=-2110/1616, 4-5=-1243/1161, 5-6=-927/1036, 6-7=-1027/1044, 7-9=-691/555, 9-10=-731/905, 10-11=-43/748 BOT CHORD 1-22=-1679/2946, 20-22=-1679/2946, 19-20=-1093/2147, 17-19=-427/1295, 16-17=-68/609, 14-16=-785/999, 13-14=-602/79, 11-13=-602/79 WEBS 2-22=-13/324, 2-20=-879/739, 4-20=-246/595, 4-19=-1139/888, 5-19=-538/873, 5-17=-761/564, 6-17=-178/260, 7-17=-453/714, 7-16=-971/935, 9-16=-1340/1682, 9-14=-1911/1640, 10-14=-570/1090, 10-13=-448/245 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-11-2, Interior(1) 4-11-2 to 23-0-0, Exterior(2) 23-0-0 to 33-2-9, Interior(1) 33-2-9 to 51-3-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=820, 14=1754, 11=469. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 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/TP11 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 STROKE T21671473 77075 C MONOPITCH 3 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:49:35 2020 Page 1 ID: DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-?W 18m94yYFvxCOuIO02Ahmd_Oy8ic4bi7FrVNAyQbU U -2-0-0 6-1-10 11-11-0 Scale: 3/8"=l' 3x4 11 4 3x5 = `"" " 6x8 — 6-1-10 11-11-0 6-1-10 5-9-6 Plate Offsets (X,Y)-- [2:0-0-2,0-0-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.12 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.06 6-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 59 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 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-9-14 oc bracing. REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=384(LC 12) Max Uplift 2=-670(LC 12), 5=-591(LC 12) Max Grav 2=553(LC 1), 5=426(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-667/1217 BOT CHORD 2-6=-1416/573, 5-6=-1416/573 WEBS 3-6=-683/267.3-5=-618/1525 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 11-9-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=670, 5=591. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP11 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 STROKE T21671474 77075 D HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 1-2-0-0 5-8-12 9-0-0 16-2-0 2-0-0 5-8-12 3-3-4 7-2-0 2 di1 5.00 12 5x8 = 4 3x4 8.420 s Oct 9 2020 MITek Industries, Inc. Fri Oct 23 07:49:36 2020 Page 1 ID: DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-TibW_V5aJZ1 opATyykZPEz96pM RuLS6rLua2vcyQbUT 23-4-0 30-6-0 37-8-0 40-3-0 43-6-4 49-3-0 ,51-3-0 7-2-0 7-2-0 7-2-0 3-3-4 5-8-12 2-0-0 3x5 = 3x5 = 3x6 = 45 = 31 5 32 6 7 8 33 34 35 3x4 11 5x8 = 9 10 3x4 -i 3 11 29 30 36 37 0 4x5 = 22 21 20 3x5 = 3x6 = 3x5 = 19 18 17 16 15 14 3x5 = 3x5 = 3x6 = 6xl0 = 3x5 = 3x6 = 9-0-0 16-2-0 23-4-0 30-6-0 37-8-0 40-3-0 49-3-0 9-0-0 7-2-0 7-2-0 7-2-0 7-2-0 2-7-0 9-0-0 Plate Offsets (X,Y)-- [4:0-5-12,0-2-81, [10:0-5-12,0-2-81, [12:0-0-10,Edgej LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.21 19-20 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.41 19-20 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.10 15 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.32 14-28 >440 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 9-15: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 15=0-8-0, 12=0-8-0 Max Horz 2=204(LC 11) Max Uplift 2=-941(LC 12), 15=-1996(LC 12), 12=-550(LC 10) Max Grav 2=1303(LC 21), 15=2696(LC 1) Scale = 1:86.7 4x5 = PLATES GRIP MT20 244/190 Weight: 253 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-11 oc bracing. WEBS 1 Row at midpt 6-17 2 Rows at 1/3 pts 8-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2514/2169, 3-4=-2270/1920, 4-5=-2595/2195, 5-6=-2086/1726, 6-8=-587/518, 8-9=-1535/1985, 9-10=-1535/1985, 10-11=-824/1543, 11-12=-543/1418 BOT CHORD 2-22=-1821/2315, 20-22=-1441/2072, 19-20=-1806/2595, 17-19=-1331/2086, 15-17=-123/587, 14-15=-1397/1103, 12-14=-1280/693 WEBS 3-22=-342/466, 4-22=-220/410, 4-20=-510/694, 5-20=-193/280, 5-19=-591/552, 6-19=-215/484, 6-17=-1711/1376, 8-17=-600/941, 8-15=-2848/2284, 9-15=-356/485, 10-15=-1119/1571, 10-14=-975/374, 11-14=-366/711 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 2-11-2, Interior(1) 2-11-2 to 9-0-0, Exterior(2) 9-0-0 to 16-2-0, Interior(1) 16-2-0 to 40-3-0, Exterior(2) 40-3-0 to 47-2-9, Interior(1) 47-2-9 to 51-3-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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) except Qt=lb) 2=941, 15=1996, 12=550. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 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 ANSI7TP11 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 STROKE T21671475 77075 D1 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MITek Industries, Inc. Fri Oct 23 07:49:37 2020 Page 1 I D: DfEM8kil CgwtEJLsy7mjw5yQvaD-xu9vBr5C4s9fRJ28WR4enBi InmoK4vW_aYKcS2yQbUS 2-0-0 6-6-8 11-0-0 17-10-10 24-7-8 31-4-6 37-8-0 38 3 0 42-8-8 49-3-0 1-3-0 2-0 0 6-6-8 4-5-8 6-10-10 6-8-14 6-8-14 6-3-10 0- - 4-5-8 6-6-8 2-0-0 Scale = 1:86.7 5x8 3x4 11 3x6 11 = 3x5 = 4x6 = 4x8 = 3x6 = 5.00 12 4 32 533 67 8 34 35 9 10 2 dI1 3x5 3x5 3 11 31 36 30 37 0 23 4x5 = 3x4 II 22 21 20 19 18 17 16 15 3x5 = 3x6 = 3x5 = 4x8 — 3x4 II 3x6 = 6x10 = 3x6 = 14 3x4 11 4x5 = 6-6-8 11-0-0 17-10-10 24-7-8 3184-6 37-8-0 38 3 0 42-8-8 49-3-0 6-6-8 4-5-8 6-10-10 6-8-14 6-8-14 6-3-10 0- - 4-5-8 6-6-8 Plate Offsets (X,Y)-- [4:0-5-12,0-2-81, [7:0-3-0,Edge], [10:0-3-0,0-2-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.16 20 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.31 20-22 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.08 15 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.23 20 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 9-15: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 15=0-8-0, 12=0-8-0 Max Horz 2=-242(LC 10) Max Uplift 2=-952(LC 12), 15=-1946(LC 12), 12=-509(LC 10) Max Grav 2=1327(LC 21), 15=2587(LC 1), 12=3(LC 22) PLATES GRIP MT20 244/190 Weight: 260 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-1 oc bracing. WEBS 1 Row at micipt 8-18, 8-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2590/2146, 3-4=-2139/1823, 4-5=-2194/1883, 5-6=-1670/1401, 6-8=-1670/1401, 8-9=-1112/1406, 9-1 0=-1 112/1406, 10-11=-1253/1536, 11-12=-424/1269 BOT CHORD 2-23=-1799/2435, 22-23=-1799/2435, 20-22=-1310/1963, 18-20=-1434/2194, 17-18=0/461, 15-17=0/461, 14-15=-1106/615, 12-14=-1106/615 WEBS 3-22=-565/579, 4-22=-264/408, 4-20=-255/442, 5-18=-644/585, 6-18=-364/412, 8-18=-1247/1525, 8-17=0/265, 8-15=-2228/1842, 11-15=-611/1291, 11-14=-464/243, 9-15=-868/846 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 2-11-2, Interior(1) 2-11-2 to 11-0-0, Exterior(2) 11-0-0 to 17-10-10, Interior(1) 17-10-10 to 38-3-0, Exterior(2) 38-3-0 to 45-2-9, Interior(1) 45-2-9 to 51-3-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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) except Qt=lb) 2=952, 15=1946, 12=509. 0 This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 ANSI7TP11 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 STROKE T21671476 77075 D2 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MITek Industries, Inc. Fri Oct 23 07:49:38 2020 Page 1 ID: DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-P5j H PB6rrAH W3TdK39btJOEReA2apLU8pC39_VyQbU R -2-0-0 6-9-14 13-0-0 20-9-9 28-5-7 36-3-0 7-8- 43-1-10 49-3-0 1-3-0 2-0-0 6-9-14 6-2-2 7-9-9 7-7-13 7-9-9 5-0 5-5-10 6-1-6 2-0-0 5.00 12 5x8 = 3x4 5 33 34 356 4x6 = 3x5 = 5x8 =3x4 7 8 36 37 38 9 10 Scale = 1:88.2 24 23 22 40 21 20 41 19 42 1817 16 15 4x5 = 3x4 II 4x6 = 3x8 = 4x6 = 4x5 = 3x4 II 3x4 II 4x5 = 3x5 = 4x6 = 6x8 = 6-9-14 13-0-0 20-9-9 28-5-7 36-3-0 $7-8-q 43-1-10 49-3-0 6-9-14 6-2-2 7-9-9 7-7-13 7-9-9 5-0 5-5-10 6- Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:0-5-4,0-2-4], [7:0-3-0,Edge], [9:0-5-12,0-2-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.27 17-19 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.55 17-19 >818 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.12 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.40 17-19 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 10-16: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 16=0-8-0, 13=0-8-0 Max Horz 2=-279(LC 10) Max Uplift 2=-1105(LC 12), 16=-1297(LC 12), 13=-815(LC 12) Max Grav 2=1660(LC 17), 16=1476(LC 1), 13=803(LC 22) PLATES GRIP MT20 244/190 Weight: 264 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-3 oc bracing. WEBS 1 Row at midpt 9-19 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3392/2663, 4-5=-2755/2231, 5-6=-2804/2363, 6-8=-2804/2363, 8-9=-2369/1967, 9-1 0=-1 197/889, 10-11=-1046/651, 11-13=-1222/1297 BOT CHORD 2-24=-2282/3266, 23-24=-2282/3266, 21-23=-1663/2632, 19-21 =-1 465/2479, 17-19=-209/1032, 16-17=-223/1041, 15-16=-993/1077, 13-15=-993/1077 WEBS 4-24=0/254, 4-23=-712/687, 5-23=-252/508, 5-21=-307/578, 6-21=-434/550, 8-21=-536/557, 8-19=-801/873, 9-19=-1534/1786, 9-17=-436/561, 10-16=-745/747, 11 -1 6=-294/965, 11-15=-339/160 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 2-11-2, Interior(1) 2-11-2 to 13-0-0, Exterior(2) 13-0-0 to 19-11-9, Interior(1) 19-11-9 to 36-3-0, Exterior(2) 36-3-0 to 43-1-10, Interior(1) 43-1-10 to 51-3-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1105, 16=1297, 13=815. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 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 ANSI7TP11 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 STROKE T21671477 77075 D3 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MITek Industries, Inc. Fri Oct 23 07:49:40 2020 Page 1 ID:DfEM8kilCgwtEJLsy7mjw5yQvaD-LTg1 pt85NnXDlnnjBZeLOpKotzpNHDNRGWYG2NyQbUP r2-0-0 7-7-0 15-0-0 { 21-5-9 27-9-7 34-3-0 37-8-0 43-1-10 49-3-0 ,51-3-0 , 2-0-0 7-7-0 7-5-0 6-5-9 6-3-13 6-5-9 3-5-0 5-5-10 6-1-6 2-0-0 a1 6 5.00 12 5x8 = 4 32 3x4 II 3x6 = 3x5 = 533 6 734 5x8 = 35 8 AvA Scale = 1:88.2 23 -- 21 "" 20 '" "" 18 '" 17 '" 15 14 4x5 — 3x4 II 4x6 = 3x8 = 3x6 = 3x6 = 4x5 = 6x8 = 3x4 II 4x5 = 3x5 = 3x6 = 7-7-0 15-0-0 21-5-9 , 27-9-7 34-3-0 37-8-0 43-1-10 49-3-0 7-7-0 7-5-0 6-5-9 6-3-13 6-5-9 3-5-0 5-5-10 6-1-6 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [4:0-5-4,0-2-4], [8:0-5-12,0-2-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.14 20-21 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.28 21-23 >999 240 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.07 15 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.20 21 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 9-15: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 15=0-8-0, 12=0-8-0 Max Horz 2=-316(LC 10) Max Uplift 2=-984(LC 12), 15=-1814(LC 12), 12=-426(LC 10) Max Grav 2=1455(LC 17), 15=2383(LC 1), 12=185(LC 22) PLATES GRIP MT20 244/190 Weight: 278 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-9 oc bracing. WEBS 1 Row at midpt 3-21, 4-20, 8-18 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2836/2184, 3-4=-2030/1666, 4-5=-1705/1539, 5-7=-1705/1539, 7-8=-1127/1072, 9-11=-903/1149, 11-12=-49/970 BOT CHORD 2-23=-1834/2776, 21-23=-1835/2771, 20-21=-1103/1967, 18-20=-516/1250, 17-18=-128/428, 15-17=-1013/1214, 14-15=-806/247, 12-14=-806/247 WEBS 3-23=0/318, 3-21=-889/804, 4-21=-279/554, 5-20=-366/466, 7-20=-659/816, 7-18=-925/954, 8-18=-1317/1567, 8-17=-1290/1181, 9-17=-1375/1772, 9-15=-2047/1789, 11-15=-591/1134, 11-14=-439/256 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 2-11-2, Interior(1) 2-11-2 to 15-0-0, Exterior(2) 15-0-0 to 21-11-9, Interior(1) 21-11-9 to 34-3-0, Exterior(2) 34-3-0 to 41-2-9, Interior(1) 41-2-9 to 51-3-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=984, 15=1814, 12=426. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 ANSI7TP11 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 STROKE T21671478 77075 D4 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:49:41 2020 Page 1 I D: DfEM8kilCgwtEJLsy7mjw5yQvaD-gfOP 1 D9j85f4wxMvlH9axl s-PN7uOklaVAlpbgyQbUO 1-2-0-0 6-1-3 11-6-10 17-0-0 24-7-8 32-3-0 37-8-0 37-$-6 43-1-13 49-3-0 ,51-3-0 , 2-0-0 6-1-3 5-5-6 5-5-6 7-7-8 7-7-8 5-5-0 0- -6 5-5-6 6-1-3 2-0-0 yi1 0 4x5 = 5.00 12 3x5 = 5x6 = -' 20 46 = 3x8 = Scale = 1:88.2 3x8 = 5x6 = 731 32 8 -- '- 18 -- 17 '- 15 14 3x4 II 4x10 = 3x6 = 6x8 = 3x4 4x5 = 3x6 — 8-9-14 17-0-0 24-7-8 32-3-0 37-8-0 43-1-13 49-3-0 8-9-14 8-2-2 7-7-8 7-7-8 5-5-0 5-5-13 6-1-3 Plate Offsets (X,Y)-- [6:0-3-0,0-2-41, [8:0-3-0,0-2-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.13 18-20 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.28 20-22 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.07 15 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.19 20-22 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 9-15: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 15=0-8-0, 12=0-8-0 Max Horz 2=-353(LC 10) Max Uplift 2=-983(LC 12), 15=-1814(LC 12), 12=-425(LC 10) Max Grav 2=1464(LC 17), 15=2373(LC 1), 12=209(LC 22) PLATES GRIP MT20 244/190 Weight: 274 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-15 oc bracing. WEBS 1 Row at micipt 7-17, 9-17 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2888/2177, 3-5=-2640/2034, 5-6=-1833/1560, 6-7=-1671/1531, 7-8=-489/490, 8-9=-563/455, 9-11=-890/1122, 11-12=-50/965 BOT CHORD 2-22=-1838/2876, 20-22=-1453/2346, 18-20=-685/1534, 17-18=-685/1534, 15-17=-984/1202, 14-15=-801/241, 12-14=-801/241 WEBS 3-22=-384/371, 5-22=-224/498, 5-20=-722/708, 6-20=-191/385, 7-20=-326/379, 7-18=0/390, 7-17=-1427/1128, 9-17=-1428/1834, 9-15=-2025/1824, 11-15=-576/1077, 11-14=-450/250 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 2-11-2, Interior(1) 2-11-2 to 17-0-0, Exterior(2) 17-0-0 to 23-11-9, Interior(1) 23-11-9 to 32-3-0, Exterior(2) 32-3-0 to 39-2-9, Interior(1) 39-2-9 to 51-3-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=983, 15=1814, 12=425. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 ANSI/TP11 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 STROKE T21671479 77075 D5 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:49:42 2020 Page 1 ID:DfEM8kilCgwtEJLsy7mjw5yQvaD-IsyoEZ9LvPoxY5x51—gpUEP47nWTIAIkkg1 N7GyQbUN 7-7-0 14-11-4 20-6-12 26-2-4 33-7-4 39-0-14 45-2-4 ,47-2-4 7-7-0 7-4-4 5-7-8 5-7-8 7-5-0 5-5-10 6-1-6 2-0-0 5x6 5.00 12 5x8 = 3x4 II 5x8 = 3 25 264 27 5 19 18 17 '" "" 15 "' 14 '" 12 11 3x6 II 4x5 = 3x6 = 3x8 = 3x5 = 3x6 = 6x8 = 3x4 II 3x5 = 7-7-0 14-11-4 20-6-12 26-2-4 33-7-4 39-0-14 45-2-4 7-7-0 7 4 4 5-7-8 5-7-8 7-5-0 5-5-10 6-1-6 Plate Offsets (X,Y)-- [1:0-2-12,0-2-01, [2:04-0,0-3-0], [3:0-5-12,0-2-81, [5:0-5-12,0-2-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.07 15-17 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.15 17-18 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.03 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.10 17-18 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* BOT CHORD 6-12: 2x6 SP No.2 WEBS REACTIONS. (size) 19=0-7-4, 12=0-8-0, 9=0-8-0 Max Horz 19=-334(LC 10) Max Uplift 19=-745(LC 12), 12=-1536(LC 12), 9=-562(LC 12) Max Grav 19=1237(LC 17), 12=1928(LC 1), 9=377(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1707/1336, 2-3=-1433/1255, 3-4=-1144/1172, 4-5=-1144/1172, 5-6=-890/791, 6-8=-439/510, 8-9=-197/457, 1-19=-1167/983 BOT CHORD 18-19=-298/405, 17-18=-950/1755, 15-17=-615/1435, 14-15=-198/863, 12-14=-411/726, 11-12=-283/135, 9-11=-283/135 WEBS 2-18=-184/314, 2-17=-392/404, 3-17=-185/413, 4-15=-336/409, 5-15=-645/746, 5-14=-579/624, 6-14=-1044/1327, 6-12=-1571/1518, 8-12=-521/1012, 8-11=-461/227, 1-18=-1103/1439 Scale = 1:80.4 4x5 = PLATES GRIP MT20 244/190 Weight: 272 lb FT = 20% Structural wood sheathing directly applied or 5-2-15 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 2-17, 3-15, 5-15, 6-14, 1-18 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 4-8-0, Interior(1) 4-8-0 to 14-11-4, Exterior(2) 14-11-4 to 21-3-15, Interior(1) 21-3-15 to 26-2-4, Exterior(2) 26-2-4 to 32-6-15, Interior(1) 32-6-15 to 47-2-4 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 19=745, 12=1536, 9=562. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, 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/TP11 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 STROKE T21671480 77075 D6 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:49:43 2020 Page 1 I D: DfEM8kil CgwtEJLsy7mjw5yQvaD-m2WASuAzgiwo9E W IsiB2OSyluBrrUeOtyUnwfiyQbUM 5-10-1 11-4-11 16-11-4 24-2-4 28-10-12 33-7-4 39-0-14 45-2-4 147-2-4 5-10-1 5-6-9 5-6-9 7-3-0 4-8-8 4-8-8 5-5-10 6-1-6 4x6 5x8 = 5.00 12 5x6 = 5 27 28 6 21 20 19 -- -- 17 -- 16 - 14 13 3x6 II 3x5 = 3x5 = 3x6 = 3x5 = 3x8 = 3x6 = 6x10 = 3x4 II 5-10-1 11-4-11 16-11-4 24-2-4 33-7-4 39-0-14 45-2-4 5-10-1 5-6-9 5-6-9 7-3-0 9-5-0 5-5-10 6-1-6 Plate Offsets (X,Y)--[5:0-5-4,0-2-41,[6:0-3-0,0-2-41,[8:0-2-0,0-3-01 Scale = 1:80.4 4x5 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.59 BC 0.42 WB 0.68 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl L/d -0.20 14-16 >999 360 -0.35 14-16 >999 240 0.04 14 n/a n/a 0.09 13-24 >999 240 PLATES GRIP MT20 244/190 Weight: 278 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 9-14: 2x6 SP No.2 WEBS 1 Row at midpt 4-17, 5-16, 6-16, 7-14 REACTIONS. (size) 21=0-7-4, 14=0-8-0, 11=0-8-0 Max Horz 21=-371(LC 10) Max Uplift 21=-737(LC 12), 14=-1566(LC 12), 11=-539(LC 12) Max Grav 21=1280(LC 17), 14=1938(LC 1), 11=376(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1666/1208, 2-4=-1677/1321, 4-5=-1337/1187, 5-6=-884/925, 6-7=-992/914, 7-9=-387/525, 9-10=-535/535, 10-11=-201/409, 1-21 =-1 223/967 BOT CHORD 20-21=-339/416, 19-20=-831/1758, 17-19=-794/1724, 16-17=-483/1380, 14-16=-30/597, 13-14=-284/141, 11-13=-284/141 WEBS 2-20=-335/348, 4-17=-536/479, 5-17=-330/608, 5-16=-564/474, 7-16=-449/736, 7-14=-1533/1411, 9-14=-325/344, 10-14=-545/1103, 10-13=-461/203, 1-20=-1016/1479 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 4-8-0, Interior(1) 4-8-0 to 16-11-4, Exterior(2) 16-11-4 to 23-3-15, Interior(1) 23-3-15 to 24-2-4, Exterior(2) 24-2-4 to 30-6-15, Interior(1) 30-6-15 to 47-2-4 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 21=737, 14=1566, 11=539. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ANSI7TP11 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 STROKE T21671481 77075 D7 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:49:44 2020 Page 1 I D: DfEM8kilCgwtEJLsy7mjw5yQvaD-EE4YfEBbRO2fnO5UQPiHZfUSPbDCD3QOB8WTB8yQbUL 6-6-1 12-8-11 16-11-4 22-2-4 27-10-12 33-7-4 39-0-14 45-2-4 147-2-4 6-6-1 6-2-9 6-2-9 3-3-0 5-8-8 5-8-8 5-5-10 6-1-6 5x6 5x8 = 5.00 12 5x6 = 22 21 20 -- 18 17 -- 16- 14 13 3x6 11 3x6 = 3x8 = 3x6 = 6x8 = 3x4 II 6-6-1 12-8-11 18-11-4 22-2-4 27-10-12 33-7-4 39-0-14 45-24 6-6-1 6-2-9 6-2-9 3-3-0 5-8-8 5-8-8 5-5-10 6-1-6 Plate Offsets (X,Y)-- f5:0-5-12,0-2-81, [6:0-3-0,0-2-4j Scale = 1:80.4 4x5 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.08 18-20 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.16 18-20 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.03 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.10 20 >999 240 Weight: 294 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 9-14: 2x6 SP No.2 WEBS 1 Row at midpt 4-18, 5-17, 9-16 REACTIONS. (size) 22=0-7-4, 14=0-8-0, 11=0-8-0 Max Horz 22=-407(LC 10) Max Uplift 22=-742(LC 12), 14=-1546(LC 12), 11=-554(LC 12) Max Grav 22=1234(LC 17), 14=1934(LC 1), 11=384(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1641/1221, 2-4=-1550/1249, 4-5=-1094/1059, 5-6=-873/981, 6-7=-966/978, 7-9=-735/601, 9-10=-480/542, 10-11=-228/459, 1-22=-1170/959 BOT CHORD 21-22=-374/463, 20-21=-830/1755, 18-20=-702/1623, 17-18=-317/1160, 16-17=-109/709, 14-16=-458/754, 13-14=-286/166, 11-13=-286/166 WEBS 2-21=-267/310, 4-20=-91/311, 4-18=-704/584, 5-18=-396/627, 5-17=-507/385, 7-17=-290/466, 7-16=-748/771, 9-16=-1090/1334, 9-14=-1582/1397, 10-14=-565/1087, 10-13=-447/244, 1-21=-970/1419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=45ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 4-8-0, Interior(1) 4-8-0 to 18-11-4, Exterior(2) 18-11-4 to 28-6-15, Interior(1) 28-6-15 to 47-2-4 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x5 MT20 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 22=742, 14=1546, 11=554. 2Iq 0 This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 ANSI7TP11 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 STROKE T21671482 77075 D8 COMMON 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:49:45 2020 Page 1 I D: DfEM8kilCgwtEJLsy7mjw5yQvaD-iRewtaCECKAW PYfg_7DW5s1 eJ_VSyYaAQoG 1 kbyQbUK i-2-0-0 , 8-7-11 16-7-10 24-7-8 31-1-12 37-8-0 43-1-10 49-3-0 ,51-3-0 2-0-0 8-7-11 7-11-14 7-11-14 6-6 4 6-6 4 5-5-10 6-1-6 2-0-0 yi1 0 5x6 = 5.00 12 21 -- 19 -- '- 17 -- 16 '- 14 13 4x5 — 3x4 II 4x6 = 3x5 = 3x8 = 4x5 = 3x6 = 6x8 = 3x4 II 4x6 — 8-7-11 16-7-10 24-7-8 31-1-12 37-8-0 43-1-10 49-3-0 8-7-11 7-11-14 7-11-14 6-6 4 6-6 4 5-5-10 Plate Offsets (X,Y)-- [4:0-3-0,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.16 17-19 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.32 21-24 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.07 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.21 21-24 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 9-14: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 14=0-8-0, 11=0-8-0 Max Horz 2=-494(LC 10) Max Uplift 2=-993(LC 12), 14=-1772(LC 12), 11=-451(LC 12) Max Grav 2=1482(LC 17), 14=2300(LC 1), 11=296(LC 22) Scale = 1:85.4 4x5 = PLATES GRIP MT20 244/190 Weight: 276 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-14 oc bracing. WEBS 1 Row at micipt 3-19, 5-17, 7-16, 9-16 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2823/1824, 3-5=-1984/1404, 5-6=-1078/978, 6-7=-1102/1010, 7-9=-751/581, 9-10=-745/971, 10-11=-0/829 BOT CHORD 2-21=-1455/2885, 19-21=-1455/2885, 17-19=-851/2043, 16-17=-53/688, 14-16=-843/1003, 13-14=-676/122, 11-13=-676/122 WEBS 3-21=0/349, 3-19=-924/663, 5-19=-219/625, 5-17=-1205/871, 6-17=-298/475, 7-17=-333/685, 7-16=-915/818, 9-16=-1268/1779, 9-14=-1939/1556, 10-14=-559/1085, 10-13=-453/239 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 2-11-2, Interior(1) 2-11-2 to 24-7-8, Exterior(2) 24-7-8 to 29-6-10, Interior(1) 29-6-10 to 51-3-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=993,14=1772,11=451. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP11 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 STROKE T21671483 77075 D9 COMMON 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:49:46 2020 Page 1 ID: DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-AdC14wCszdlNOiEtXglle4aoiOgwh?nJeS?aG 1 yQbUJ 8-7-11 16-7-10 24-7-8 31-1-12 37-8-0 43-1-10 0-13-0 ,51-3-0 8-7-11 7-11-14 7-11-14 6-6 4 6-6-4 5-5-10 6--6 2-0-0 5x6 = 5.00 12 20 -_ 18 _- - 16 -- 15 -- 13 12 4x5 — 3x4 II 4x6 = 3x5 = 3x8 = 4x5 = 3x6 = 6x8 = 3x4 II 4x6 = Scale = 1:83.4 4x5 = 8-7-11 16-7-10 31-1-12 37-8-0 43-1-10 49-3-0 8-7-11 7-11-14 14-6-2 6-6-4 5-5-10 6-1-6 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.17 20-23 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.35 20-23 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.07 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.28 20-23 >999 240 Weight: 273 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-1-4 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 2-18, 4-16, 6-15, 8-15 8-13: 2x6 SP No.2 REACTIONS. (size) 1=0-8-0, 10=0-8-0, 13=0-8-0 Max Horz 1=-485(LC 10) Max Uplift 1=-814(LC 12), 10=-448(LC 12), 13=-1781(LC 12) Max Grav 1=1374(LC 17), 10=296(LC 22), 13=2305(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2838/1952, 2-4=-1992/1436, 4-5=-1080/992, 5-6=-1104/1013, 6-8=-751/582, 8-9=-767/975, 9-10=0/832 BOT CHORD 1-20=-1591/2914, 18-20=-1591/2914, 16-18=-873/2050, 15-16=-55/688, 13-15=-847/1007, 12-13=-680/129, 10-12=-680/129 WEBS 2-20=-13/352, 2-18=-949/789, 4-18=-260/632, 4-16=-1210/876, 6-16=-336/688, 5-16=-301/477, 6-15=-919/835, 8-15=-1295/1784, 8-13=-1944/1582, 9-13=-559/1085, 9-12=-453/239 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-11-2, Interior(1) 4-11-2 to 24-7-8, Exterior(2) 24-7-8 to 29-6-10, Interior(1) 29-6-10 to 51-3-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=814,10=448,13=1781. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with 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 BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 October 23,2020 Job Truss Truss Type Qty Ply STROKE T21671484 77075 E COMMON 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:49:47 2020 Page 1 I D: DfEM8kilCgwtEJ Lsy7mjw5yQvaD-eplhHGDUkxQEesp35YG_BH62goH IQbeTt6l8oTyQbU I -2-0-0 3-10-0 7-8-0 9-8-0 4x4 = I Scale = 1:21.6 Io 3-10-0 7-8-0 3-10-0 3-10-0 Plate Offsets (X,Y)-- [2:0-2-14 0-1-0], [4:0-2-14 0-1-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.03 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 6-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 33 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 8-8-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Horz 2=85(LC 11) Max Uplift 2=-528(LC 12), 4=-528(LC 12) Max Grav 2=392(LC 1), 4=392(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-346/908, 3-4=-346/908 BOT CHORD 2-6=-656/285, 4-6=-656/285 WEBS 3-6=-434/163 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Ir ior(1) 1-0-0 to 3-10-0, Exterior(2) 3-10-0 to 7-0-3, Interior(1) 7-0-3 to 9-8-0 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=528, 4=528. 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 is always required for stability and to prevent collapse with 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 BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: MiTek' 6904 Parke East Blvd. Tampa, FL 36610 October 23,2020 Job Truss Truss Type Qty Ply STROKE T21671485 77075 F HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL -2-0-0 7-0-0 5x8 MT18HS = F nn 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:49:48 2020 Page 1 ID:DfEM8kilCgwtEJLsy7mjw5yQvaD-60J3VcE6UFY5GOOFfFnDjVf6tCX69_Lc6mVhKwyQbUH 12-6-0 18-0-0 25-0-0 , 27-0-0 3x8 = 5x8 MT18HS = 20 21 4 22 23 5 3x8 = 3x4 = 3x6 = 3x4 = 3x8 = 2x3 11 7-0-0 12-6-0 18-0-0 25-0-0 7-0-0 5-6-0 5-6-0 7-0-0 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [3:0-4-0,0-1-13], [5:0-4-0,0-1-13], [6:0-8-0,0-0-10] LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-3-8, 6=0-3-8 Max Horz 2=134(LC 11) Max Uplift 2=-1329(LC 12), 6=-1329(LC 12) Max Grav 2=1033(LC 1), 6=1033(LC 1) Scale = 1:47.2 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.76 Vert(LL) 0.33 8-17 >905 240 MT20 244/190 BC 0.48 Vert(CT) -0.17 9 >999 240 MT18HS 244/190 WB 0.36 Horz(CT) -0.08 6 n/a n/a Matrix -MS Weight: 112 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-5-11 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1802/3653, 3-4=-1619/3533, 4-5=-1619/3533, 5-6=-1802/3653 BOT CHORD 2-11=-3166/1602, 9-11=-3840/1961, 8-9=-3840/1961, 6-8=-3207/1602 WEBS 3-11=-974/400, 4-11=-503/801, 4-9=-356/175, 4-8=-503/801, 5-8=-974/400 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 7-0-0, Exterior(2) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 18-0-0, Exterior(2) 18-0-0 to 22-2-15, Interior(1) 22-2-15 to 27-0-0 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.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 Qt=lb) 2=1329, 6=1329. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP11 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 STROKE T21671486 77075 F1 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:49:49 2020 Page 1 I D: DfEM8kil CgwtEJLsy7mjw5yQvaD-bCtRiyFkFYgyt9zRDyISGiCHFcpbuSfiLQEEtMyQbUG -2-0-0 5-8-12 9-0-0 16-0-0 19-3-4 25-0-0 27-0-0 2-0-0 5-8-12 3-3-4 7-0-0 3-3 4 5-8-12 2-0-0 �1 5x6 — 4 20 21 5x8 = 22 23 5 Scale = 1:47.2 3x8 — 3x8 — 3x6 = 3x4 — 3x8 — 9-0-0 16-0-0 25-0-0 9-0-0 7-0-0 9-0-0 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10j, [4:0-3-0,0-2-4j, [5:0-5-12,0-2-8j, [7:0-8-0,0-0-10j LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-3-8, 7=0-3-8 Max Horz 2=163(LC 11) Max Uplift 2=-1329(LC 12), 7=-1329(LC 12) Max Grav 2=1033(LC 1), 7=1033(LC 1) CSI. DEFL. in (loc) I/defl L/d TC 0.72 Vert(LL) 0.51 9-17 >590 240 BC 0.72 Vert(CT) -0.29 9-17 >999 240 WB 0.29 Horz(CT) -0.07 7 n/a n/a Matrix -MS PLATES GRIP MT20 244/190 Weight: 117 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-10-8 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1826/3647, 3-4=-1577/3344, 4-5=-1434/3169, 5-6=-1577/3343, 6-7=-1826/3646 BOT CHORD 2-11=-3229/1653, 9-11=-2837/1434, 7-9=-3270/1653 WEBS 3-11=-278/564, 4-11=-940/392, 5-9=-980/392, 6-9=-278/565 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 16-0-0, Exterior(2) 16-0-0 to 20-2-15, Interior(1) 20-2-15 to 27-0-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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) except Qt=lb) 2=1329, 7=1329. Io. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, 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/TP11 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 STROKE T21671487 77075 F2 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:49:49 2020 Page 1 I D: DfEM8kilCgwtEJLsy7mjw5yQvaD-bCtRiyFkFYgyt9zRDyISGiCKicvouQ41 LQEEtMyQbUG -2-0-0 5-9-14 11-0-0 14-0-0 19-2-2 25-0-0 27-0-0 2-0-0 5-9-14 5-2-2 3-0-0 5-2-2 5-9-14 2-0-0 �1 4x6 = 4x6 = Scale = 1:47.2 2x3 11 3x6 = 3x4 = 2x3 II 3x8 = 3x8 = 3x4 = 5-9-14 11-0-0 14-0-0 19-2-2 25-0-0 5-9-14 5-2-2 3-0-0 5-2-2 5-9-14 Plate Offsets (X,Y)-- [2:0-0-0,0-0-21, [7:0-0-0,0-0-21 LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-3-8, 7=0-3-8 Max Horz 2=-193(LC 10) Max Uplift 2=-1329(LC 12), 7=-1329(LC 12) Max Grav 2=1033(LC 1), 7=1033(LC 1) CSI. DEFL. in (loc) I/deft L/d TC 0.57 Vert(LL) 0.27 9-10 >999 240 BC 0.32 Vert(CT) -0.18 9-10 >999 240 WB 0.39 Horz(CT) -0.08 7 n/a n/a Matrix -MS PLATES GRIP MT20 244/190 Weight: 120 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-10 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1896/3821, 3-4=-1379/2819, 4-5=-1226/2684, 5-6=-1379/2819, 6-7=-1896/3821 BOT CHORD 2-13=-3365/1706, 12-13=-3365/1706, 10-12=-2298/1226, 9-10=-3405/1706, 7-9=-3405/1706 WEBS 3-13=-511/234, 3-12=-593/1248, 4-12=-830/324, 5-10=-830/324, 6-10=-593/1248, 6-9=-510/234 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 11-0-0, Exterior(2) 11-0-0 to 18-2-15, Interior(1) 18-2-15 to 27-0-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1329, 7=1329. jo. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP11 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 STROKE T21671488 77075 G Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:49:50 2020 Page 1 ID:DfEM8kilCgwtEJLsy7mjw5yQvaD-3ORpwlFMOsopVJYemgphowkXP?EHdx1vZ4_oPoyQbUF -2-0-0 5-8-12 9-0-0 16-0-0 19-3-4 25-0-0 27-0-0 2-0-0 5-8-12 3-3-4 7-0-0 3-3-4 5-8-12 2-0-0 4x6 = 4 20 21 4x8 = 22 23 5 Scale = 1:47.2 3x5 = 3x8 = 3x6 = 3x4 = 3x5 = 9-0-0 16-0-0 25-0-0 9-0-0 7-0-0 9-0-0 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [5:0-5-4,0-2-0], [7:0-0-6,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.13 9-17 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.29 9-17 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.11 9-11 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=163(LC 11) Max Uplift 2=-770(LC 12), 7=-770(LC 12) Max Grav 2=1033(LC 1), 7=1033(LC 1) PLATES GRIP MT20 244/190 Weight: 117 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1826/1559, 3-4=-1577/1357, 4-5=-1434/1321, 5-6=-1577/1357, 6-7=-1826/1559 BOT CHORD 2-11=-1261/1653, 9-11=-990/1434, 7-9=-1302/1653 WEBS 3-11=-305/383, 4-11 =-1 35/392, 5-9=-174/392, 6-9=-305/382 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 16-0-0, Exterior(2) 16-0-0 to 20-2-15, Interior(1) 20-2-15 to 27-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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) except Qt=lb) 2=770, 7=770. Io This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP11 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 STROKE T21671489 77075 G1 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:49:51 2020 Page 1 ID:DfEM8kilCgwtEJLsy7mjw5yQvaD-Xb?B7eG_nAwg7T7gKNKwL7HjzPbFMKa2okjLxEyQbUE -2-0-0 5-9-14 11-0-0 14-0-0 19-2-2 25-0-0 27-0-0 2-0-0 5-9-14 5-2-2 3-0-0 5-2-2 5-9-14 2-0-0 �1 4x5 = 4x5 = Scale = 1:47.2 2x3 11 3x6 = 3x4 = 2x3 II 3x4 = 3x4 = 3x4 = 5-9-14 11-0-0 14-0-0 19-2-2 25-0-0 5-9-14 5-2-2 3-0-0 5-2-2 5-9-14 Plate Offsets (X,Y)-- [2:0-1-2,Edgej, [7:0-1-2,Edgej LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.11 12-13 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.18 12-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.12 9-10 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-193(LC 10) Max Uplift 2=-770(LC 12), 7=-770(LC 12) Max Grav 2=1033(LC 1), 7=1033(LC 1) PLATES GRIP MT20 244/190 Weight: 120 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-4 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1896/1504, 3-4=-1379/1176, 4-5=-1226/1149, 5-6=-1379/1176, 6-7=-1896/1504 BOT CHORD 2-13=-1218/1758, 12-13=-1218/1758, 10-12=-762/1226, 9-10=-1259/1706, 7-9=-1259/1706 WEBS 3-12=-601/552, 4-12=-194/324, 5-1 0=-1 94/324, 6-10=-602/552 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=25ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 11-0-0, Exterior(2) 11-0-0 to 18-2-15, Interior(1) 18-2-15 to 27-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=770, 7=770. jo. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, 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/TP11 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 STROKE T21671490 77075 G2 Common 10 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:49:52 2020 Page 1 I D: DfEM8kil CgwtEJLsy7mjw5yQvaD-?nZaLzHdYT2WkdiOu5r9u LquUpwz5oiC1 OTuU hyQbUD -2-0-0 6-6-14 12-6-0 18-5-2 25-0-0 1 27-0-0 �1 Scale = 1:46.5 4x5 = 3x4 = 3x6 = 3x4 = 3x4 — 3x4 = 8-6-10 16-5-6 25-0-0 8-6-10 7-10-13 8-6-10 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [6:0-0-10,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.10 10-13 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.23 8-16 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.11 8-10 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-215(LC 10) Max Uplift 2=-770(LC 12), 6=-770(LC 12) Max Grav 2=1033(LC 1), 6=1033(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1823/1336, 3-4=-1621/1245, 4-5=-1621/1244, 5-6=-1823/1336 BOT CHORD 2-10=-1039/1644, 8-10=-588/1090, 6-8=-1094/1644 WEBS 4-8=-395/595, 5-8=-377/444, 4-10=-395/595, 3-10=-377/444 PLATES GRIP MT20 244/190 Weight: 113 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-15 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 12-6-0, Exterior(2) 12-6-0 to 15-6-0, Interior(1) 15-6-0 to 27-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=770, 6=770. Io This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP11 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 STROKE T21671491 77075 GR6 Monopitch Girder 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:49:53 2020 Page 1 I D: DfEM8kil CgwtEJLsy7mjw5yQvaD-Tz7yYJ I FJnAN MnH DSoNOQYM6MDEhgE7LF2CS07yQbUC 3-3-6 6-2-8 3x4 11 4x4 — 4x5 3-3-6 6-2-8 3-3-6 2-11-2 Plate Offsets (X,Y)-- [1:0-1-9,Edgej LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 TCDL 7.0 Lumber DOL 1.25 BC 0.51 BCLL 0.0 Rep Stress Incr NO WB 0.39 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.03 5-7 >999 240 MT20 244/190 Vert(CT) -0.03 5-7 >999 240 Horz(CT) 0.01 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=157(LC 8) Max Uplift 1=-870(LC 8), 4=-1062(LC 8) Max Grav 1=1388(LC 1), 4=1585(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2705/1684 BOT CHORD 1-5=-1671/2499, 4-5=-1671/2499 WEBS 2-5=-1265/2022, 2-4=-2765/1849 Scale = 1:18.0 Weight: 67 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 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 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=870, 4=1062. 8) 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 2-3-4 from the left end to 4-3-4 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Vert: 8=-1267(B) 9=-1258(B) This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, 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 ANSUTPIf 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 STROKE T21671492 77075 GRA HALF HIP GIRDER 1 q J Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MITek Industries, Inc. Fri Oct 23 07:50:01 2020 Page 1 I D: DfEM8kil CgwtEJLsy7mjw5yQvaD-EWczD20GREBFJ?ulwU WGIEhMdRrN imyW 5H8tlfyQbU4 1-2-0-0 3-9-14 7-0-0 12-7-5 18-0-14 23-6-7 29-0-0 34-5-9 39-11-2 45-4-11 51-0-0 2-0-0 3-9-14 3-2-2 5-7-5 5-5-9 5-5-9 5-5-9 5-5-9 5-5-9 Scale = 1:89.2 5.00 12 7x8 6x8 = 4x6 = 3x4 4 30 31 532 33 34 6 35 7 8 36 37 38 9 39 40 41 10 491 43 4412 45 46 1347 48 49 14 27 26 50 51 25 24 52 53 54 23 55 56 22 R 58 20 59 60 19 61 18 62 17 63 64 1665 66 67 15 4x5 = 3x4 11 6x8 = 5x8 MT18HS = 7x8 = 7x8 4x5 = 3-9-14 7-0-0 12-7-5 18-0-14 23-6-7 29-0-0 34-5-9 39-11-2 45-4-11 51-0-0 3-9-14 3-2-2 5-7-5 5-5-9 5-5-9 5-5-9 5-5-9 5-5-9 5-5-9 Plate Offsets (X,Y)-- [4:0-2-12 0-4-8], [7:0-4-0,Edge], [11:0-2-11,0-2-0] [15:0-3-12 0-4-4] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 1.14 20-22 >534 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.26 20-22 >484 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.19 15 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 1032 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-4: 2x4 SP M 30 BOT CHORD 2x6 SP No.2 *Except* BOT CHORD 18-21,21-24: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* 14-15: 2x6 SP No.2 REACTIONS. (size) 15=Mechanical, 2=0-8-0 Max Horz 2=256(LC 25) Max Uplift 15=-2793(LC 8), 2=-2867(LC 8) Max Grav 15=3950(LC 1), 2=3889(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9299/6556, 3-4=-9378/6706, 4-5=-13676/9781, 5-6=-16722/11905, 6-8=-18096/12857, 8-9=-17810/12638, 9-1 0=-1 5836/11225, 10-12=-12238/8670, 12-13=-6943/4916, 14-15=-267/258 BOT CHORD 2-27=-6157/8558, 26-27=-6157/8558, 25-26=-6259/8691, 23-25=-9777/13671, 22-23=-11905/16722, 20-22=-12857/18096, 19-20=-12638/17810, 17-19=-11225/15836, 16-17=-8670/12238, 15-16=-4916/6943 WEBS 3-26=-449/366, 4-26=-348/730, 4-25=-3951/5623, 5-25=-2334/1849, 5-23=-2391/3450, 6-23=-1298/1096, 6-22=-1069/1568, 8-22=-444/499, 8-20=-324/295, 9-20=-131/560, 9-19=-2218/1587, 10-19=-697/1262, 10-17=-4042/2870, 12-17=-1322/2139, 12-16=-5949/4218, 13-16=-1868/2943, 13-15=-7636/5407 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-3-4 oc bracing: 23-25 8-8-0 oc bracing: 17-19 9-11-1 oc bracing: 16-17. NOTES- 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=51ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 4x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 will fit between the bottom chord and any other members. 061)tRoW Lvlgjl3W(D) for truss to truss connections. 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 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIf Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 October 23,2020 Job Truss Truss Type City Ply STROKE T21671492 77075 GRA HALF HIP GIRDER 1 q J Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:01 2020 Page 2 I D: DfEM8kil CgwtEJLsy7mjw5yQvaD-EWczD20GREBFJ?ulwU WGIEhMdRrN imyW 5H8tlfyQbU4 NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 15=2793, 2=2867. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 224 lb down and 370 Ito up at 7-0-0, 148 lb down and 186 lb up at 9-0-12, 148 lb down and 186 lb up at 11-0-12, 148 lb down and 186 lb up at 13-0-12, 148 lb down and 186 lb up at 15-0-12, 148 lb down and 186 lb up at 17-0-12, 148 lb down and 186 lb up at 19-0-12, 148 lb down and 186 lb up at 21-0-12, 148 lb down and 186 lb up at 23-0-12, 148 lb down and 186 lb up at 25-0-12, 148 lb down and 186 lb up at 27-0-12, 148 lb down and 186 Ito up at 29-0-12, 148 lb down and 186 Ito up at 31-0-12, 148 lb down and 186 lb up at 33-0-12, 148 lb down and 186 lb up at 35-0-12, 148 lb down and 186 Ito up at 37-0-12, 148 lb down and 186 lb up at 39-0-12, 148 lb down and 186 lb up at 41-0-12, 148 lb down and 186 lb up at 43-0-12, 148 lb down and 186 lb up at 45-0-12, and 148 lb down and 186 lb up at 47-0-12, and 148 lb down and 186 lb up at 49-0-12 on top chord, and 354 lb down and 255 lb up at 7-0-0, 84 lb down and 24 lb up at 9-0-12, 84 lb down and 24 lb up at 11-0-12, 84 lb down and 24 lb up at 13-0-12, 84 Ito down and 24 lb up at 15-0-12, 84 Ito down and 24 lb up at 17-0-12, 84 lb down and 24 lb up at 19-0-12, 84 lb down and 24 lb up at 21-0-12, 84 lb down and 24 lb up at 23-0-12, 84 lb down and 24 lb up at 25-0-12, 84 Ito down and 24 Ito up at 27-0-12, 84 lb down and 24 lb up at 29-0-12, 84 lb down and 24 lb up at 31-0-12, 84 lb down and 24 lb up at 33-0-12, 84 lb down and 24 Ito up at 35-0-12, 84 lb down and 24 lb up at 37-0-12, 84 lb down and 24 lb up at 39-0-12, 84 lb down and 24 lb up at 41-0-12, 84 lb down and 24 lb up at 43-0-12, 84 lb down and 24 Ito up at 45-0-12, and 84 lb down and 24 lb up at 47-0-12, and 84 lb down and 24 lb up at 49-0-12 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-14=-54, 2-15=-20 Concentrated Loads (lb) Vert: 4=-157(F) 7=-106(F) 26=-308(F) 20=-61(F) 9=-106(F) 11=-106(F) 18=-61(F) 21=-61(F) 30=-106(F) 31=-106(F) 32=-106(F) 33=-106(F) 34=-106(F) 35=-106(F) 36=-106(F) 37=-106(F) 38=-106(F) 39=-106(F) 41=-106(F) 43=-106(F) 44=-106(F) 45=-106(F) 46=-106(F) 47=-106(F) 48=-106(F) 49=-106(F) 50=-61(F) 51=-61(F) 52=-61 (F) 53=-61 (F) 54=-61 (F) 55=-61 (F) 56=-61 (F) 57=-61 (F) 58=-61 (F) 59=-61 (F) 60=-61 (F) 61 =-61 (F) 62=-61 (F) 63=-61 (F) 64=-61 (F) 65=-61 (F) 66=-61 (F) 67=-61(F) 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 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 ANSUTPIf 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 STROKE T21671493 77075 GRB Roof Special Girder 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MITek Industries, Inc. Fri Oct 23 07:50:04 2U20 Page 1 ID: DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-e5H6s4Q8j9ZpATcKbc3zNtJsJfxWv4dznFNXv_yObU 1 1-2-0-0 3-7-9 6-2-8 10-7-1 14-9-15 19-2-8 23-5-3 27-7-13 31-10-8 37-7-8 43-4-8 47-0-8 51-0-0 2-0-0 3-7-9 2-6-15 4-4-9 4-2-13 4-4-9 4-2-11 4-2-11 4-2-11 5-9-0 5-9-0 3-8-0 3-11-8 4x5 9 5x6 5x8 MT18HS = 8 3x5 = 6 29 283( 36 27 394U 2625 4x8 = 3x4 11 4x8 = 3x4 11 5x8 MT18HS = Special Special 4x4 = Special THD26-2 Special 24 4x4 = 23 22 4x6 = 6x8 = 21 4x4 = 5x6 = 3x8 = 5x6 = 10 36 11 12 20 41 19 18 4x8 = 3x4 II 4x6 = Scale = 1:90.9 3x5 13 4x5 14 i N ' N 17 16 15 4x8 = 4x4 = 3x8 II 3-7-9 6-2-8 10-7-1 14-9-15 19-2-8 23-5-3 27-7-13 31-10-8 37-7-8 43-4-8 47-0-8 51-0-0 3-7-9 2-6-15 4-0-9 4-2-13 4-4-9 4-2-11 4-2-11 4-2-11 5-9-0 5-9-0 3-8-0 3-11-8 Plate Offsets (X,Y)-- [4:0-3-0,0-2-41, [10:0-3-0,0-2-41, [12:0-3-0,0-2-4] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.67 24 >910 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -1.24 24 >494 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.16 15 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 1.08 24 >568 240 Weight: 750 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SP 240OF 2.0E *Except* 19-22: 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 15=0-8-0 Max Horz 2=374(LC 8) Max Uplift 2=-2647(LC 8), 15=-1580(LC 8) Max Grav 2=3724(LC 1), 15=2381(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8821/5949, 3-4=-8907/6094, 4-5=-8386/5780, 5-6=-14919/10057, 6-7=-14745/9856, 7-8=-9475/6314, 8-9=-6366/4292, 9-10=-4428/3057, 10-11=-4070/2884, 11 -1 2=-2052/1519,12-13=-2251/1596, 13-14=-1519/1029, 14-15=-2338/1581 BOT CHORD 2-29=-5713/8112, 28-29=-5713/8112, 27-28=-8837/12787, 25-27=-8837/12787, 24-25=-10190/14919, 23-24=-9999/14755, 21-23=-5916/8732, 20-21=-3926/5835, 18-20=-2115/3249, 17-18=-2115/3249, 16-17=-900/1368 WEBS 3-28=-266/220, 4-28=-1963/3040, 5-28=-5136/3412, 5-27=-532/967, 5-25=-1579/2488, 6-25=-1156/1126, 6-24=-1690/1825, 7-24=-875/808, 7-23=-7036/4769, 8-23=-2540/3875, 8-21=-4133/2839, 9-21 =-1 977/2994, 9-20=-3063/2144, 10-20=-935/1444, 11-20=-986/1483, 11-18=0/292, 11-17=-2093/1358, 12-17=-386/654, 13-17=-806/1360, 13-16=-1601/1127, 14-16=-1413/2152 Structural wood sheathing directly applied or 3-6-9 oc purlins, except end verticals. Rigid ceiling directly applied or 6-7-8 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=51ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.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, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=2647, 15=1580. Continued on page 2 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 MiTek® connectors. This design is based only upon parameters shown, 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 is always required for stability and to prevent collapse 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 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 October 23,2020 Job Truss Truss Type City Ply STROKE T21671493 77075 GRB Roof Special Girder 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:04 2020 Page 2 ID: DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-e5H6s4Q8j9ZpATcKbc3zNtJsJfxWv4dznFNXv_yQbU 1 NOTES- 10) Use USP THD26-2 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent at 12-10-8 from the left end to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 lb down and 178 lb up at 6-2-8, 139 lb down and 166 lb up at 7-0-12, and 139 lb down and 164 lb up at 9-0-12, and 139 lb down and 164 lb up at 11-0-12 on top chord, and 275 lb down and 208 lb up at 6-2-8, 65 lb down and 18 lb up at 7-0-12, and 65 lb down and 18 lb up at 9-0-12, and 65 lb down and 18 lb up at 11-0-12 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 7-10=-54, 10-12=-54, 12-14=-54, 2-15=-20 Concentrated Loads (lb) Vert: 4=-54(B) 28=-208(B) 32=-89(B) 33=-89(B) 34=-89(B) 37=-47(B) 38=-47(B) 39=-47(B) 40=-1 565(B) 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 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 ANSUTPIf 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 STROKE T21671494 77075 GRC Half Hip Girder 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL -2-0-0 5-9-14 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:05 2020 Page 1 I D: DfEM8kil CgwtEJLsy7mjw5yQvaD-7HrU3QRmUThgodBW9KaCv4s4e2KteXo6Ov64RQyQbUO 7-1-8 11-0-0 154-0 7x8 = 3x4 11 —ru 11 ruA ru — 7x8 = THDH26-3 HUS26 5-9-14 7-1-8 11-0-0 15-4-0 5-9-14 1-3-10 3-10-8 4-4-0 Plate Offsets (X,Y)-- [2:0-5-0,0-1-5), [4:0-64,0-2-12), [6:Edge,0-4-12), [7:0-3-8,0-5-0) LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 TCDL 7.0 Lumber DOL 1.25 BC 0.55 BCLL 0.0 Rep Stress Incr NO WB 0.92 BCDL 10.0 Code FBC2017/TP12014 Matrix -MS DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.19 7-8 >935 240 MT20 244/190 Vert(CT) -0.22 7-8 >820 240 Horz(CT) 0.05 6 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* BOT CHORD 4-7: 2x4 SP M 30 WEBS REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=365(LC 8) Max Uplift 6=-4395(LC 8), 2=-2985(LC 8) Max Grav 6=6472(LC 1), 2=4268(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10336/6940, 3-4=-5489/3671 BOT CHORD 2-8=-6575/9482, 7-8=-6575/9482, 6-7=-3588/5265 WEBS 4-7=-5081/7573, 4-6=-7704/5248, 3-8=-3263/4810, 3-7=-5510/3892 Scale = 1:33.3 Weight: 189 lb FT = 20% Structural wood sheathing directly applied or 4-5-7 oc purlins, except end verticals. Rigid ceiling directly applied or 8-6-2 oc bracing. 1 Row at midpt 4-6 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 3-8 2x4 - 1 row at 0-2-0 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 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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 Qt=lb) 6=4395, 2=2985. 8) Use USP THDH26-3 (With 20-16d nails into Girder & 8-16d nails into Truss) or equivalent at 7-2-4 from the left end to connect truss(es) to back face of bottom chord. 9) 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 9-0-12 from the left end to 13-0-12 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 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 MiTek® connectors. This design is based only upon parameters shown, 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIf Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 October 23,2020 Job Truss Truss Type Qty Ply STROKE T21671494 77075 GRC Half Hip Girder 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:05 2020 Page 2 I D: DfEM8kil CgwtEJLsy7mjw5yQvaD-7HrU3QRmUThgodBW9KaCv4s4e2KteXo6Ov64RQyQbUO LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 2-6=-20 Concentrated Loads (lb) Vert: 7=-1859(B) 8=-3930(B) 11=-1859(B) 12=-1859(B) 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 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 ANSUTPIf 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 STROKE T21671495 77075 GRID HIP GIRDER 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MfTek Industries, Inc. Fri Oct 23 07:50:12 2020 Page 1 ID: DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-Pdm7XpX9rcZh8iEs31CrhZfCRthaniR8dVJyAXyQbTv 1-2-0-0 , 3-9-14 7-0-0 12-1-5 17-2-11 22-4-0 27-5-5 32-6-11 37-8-0 42-3-0 45-5-2 49-3-0 ,51-3-0 2-0-0 3-9-14 3-2-2 5-1-5 5-1-5 5-1-5 5_ _5 5-1-5 4-7-0 3-2-2 3-9-14 2-0-0 Scale = 1:86.7 5.00 12 6x8 4x6 = 4x6 = 5x6 = 3x4 II 6x8 = 3x5 4 34 35 5 36 37 6 7 38 8 39 40 41 9 42 10 11 43 44 45 12 46 47 13 3x5 29 28 48 49 27 50 26 51 25 52 53 24 23 54 55 22 56 57 21 58 20 59 1900 61 62 18 17 45 = 3x4 11 5x6 = 46 = 46 = 7x10 = 3x4 4x5 = 3-9-14 7-0-0 12-1-5 17-2-11 22 4-0 27-5-5 32-6-11 37-8-0 42-3-0 45-5-2 49-3-0 3-9-14 3-2-2 5-1-5 5-1-5 5-1-5 5-1-5 5-1-5 5-1-5 4-7-0 3-2-2 3-9-14 Plate Offsets (X,Y)-- [4:0-2-12,0-3-81, [13:0-2-12,0-4-41, [19:0-5-0,0-4-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.45 25 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.50 25 >897 240 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.10 19 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x6 SP No.2 *Except* 1-4,13-16: 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 12-19: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 19=0-8-0, 15=0-8-0 Max Horz 2=-169(LC 6) Max Uplift 2=-1811(LC 8), 19=-4508(LC 8), 15=-1055(LC 17) Max Gram 2=2396(LC 17), 19=6079(LC 1), 15=618(LC 7) PLATES GRIP MT20 244/190 Weight: 649 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5481/3852, 3-4=-5392/3888, 4-5=-6894/4983, 5-6=-7237/5199, 6-8=-6125/4394, 8-9=-3489/2507, 9-11=-545/796, 11-12=-4291/6138, 12-13=-4289/6140, 13-14=-2015/3251, 14-15=-1588/2928 BOT CHORD 2-29=-3405/5037, 28-29=-3405/5037, 27-28=-3389/4997, 25-27=-4720/6889, 24-25=-4941/7237, 22-24=-4135/6125, 21-22=-2249/3489, 19-21=-796/775, 18-19=-2980/2062, 17-18=-2692/1601, 15-17=-2692/1601 WEBS 3-28=-376/288, 4-28=-320/676, 4-27=-1526/2209, 5-27=-858/783, 5-25=-252/428, 6-25=0/277, 6-24=-1275/918, 8-24=-428/899, 8-22=-3013/2150, 9-22=-1048/1744, 9-21=-4843/3447, 11-21 =-1 558/2468, 11-19=-6090/4302, 12-19=-639/643, 13-19=-3820/2934, 13-18=-441/495, 14-18=-502/534 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1811,19=4508,15=1055. Continued on page 2 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 MiTek® connectors. This design is based only upon parameters shown, 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIf Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 October 23,2020 Job Truss Truss Type Qty Ply STROKE T21671495 77075 GRID HIP GIRDER 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:12 2020 Page 2 ID: DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-Pdm7XpX9rcZh8iEs3lCrhZfCRthaniR8dVJyAXyQbTv NOTES- 10) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 224 lb down and 370 lb up at 7-0-0, 148 lb down and 186 lb up at 9-0-12, 148 lb down and 186 lb up at 11-0-12, 148 lb down and 186 lb up at 13-0-12, 148 lb down and 186 lb up at 15-0-12, 148 lb down and 186 lb up at 17-0-12, 148 lb down and 186 lb up at 19-0-12, 148 lb down and 186 lb up at 21-0-12, 148 lb down and 186 lb up at 23-0-12, 148 lb down and 186 lb up at 24-7-8, 148 lb down and 186 lb up at 26-2-4, 148 lb down and 186 lb up at 28-2-4, 148 lb down and 186 lb up at 30-2-4, 148 lb down and 186 lb up at 32-2-4, 148 lb down and 186 lb up at 34-2-4, 148 lb down and 186 lb up at 36-2-4, 148 lb down and 186 lb up at 38-2-4, and 148 lb down and 186 lb up at 40-2-4, and 148 lb down and 196 lb up at 42-3-0 on top chord, and 354 lb down and 255 lb up at 7-0-0, 84 lb down and 24 lb up at 9-0-12, 84 lb down and 24 lb up at 11-0-12, 84 lb down and 24 lb up at 13-0-12, 84 lb down and 24 lb up at 15-0-12, 84 lb down and 24 lb up at 17-0-12, 84 lb down and 24 lb up at 19-0-12, 84 lb down and 24 lb up at 21-0-12, 84 lb down and 24 lb up at 23-0-12, 84 lb down and 24 lb up at 24-7-8, 84 lb down and 24 lb up at 26-2-4, 84 lb down and 24 lb up at 28-2-4, 84 lb down and 24 lb up at 30-2-4, 84 lb down and 24 lb up at 32-2-4, 84 lb down and 24 lb up at 34-2-4, 84 lb down and 24 lb up at 36-2-4, 101 lb down and 7 lb up at 38-2-4, and 112 lb down and 7 lb up at 40-2-4, and 524 lb down and 270 lb up at 42-2-4 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-13=-54, 13-16=-54, 2-15=-20 Concentrated Loads (lb) Vert: 4=-157(B) 7=-106(B) 13=-106(B) 28=-308(B) 25=-61(B) 6=-106(B) 18=-407(B) 10=-106(B) 23=-61(B) 34=-106(B) 35=-106(B) 36=-106(B) 37=-106(B) 38=-106(B) 39=-106(B) 40=-106(B) 41=-106(B) 42=-106(B) 43=-106(B) 44=-106(B) 45=-106(B) 46=-106(B) 47=-106(B) 48=-61(B) 49=-61(B) 50=-61(B) 51=-61(B) 52=-61 (B) 53=-61 (B) 54=-61 (B) 55=-61(B) 56=-61 (B) 57=-61 (B) 58=-61 (B) 59=-61 (B) 60=-61 (B) 61 =-61 (B) 62=-61 (B) 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 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 ANSUTPIf 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 STROKE T21671496 77075 GRE HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:13 2020 Page 1 ID:DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-upKW 19XocwiYmro3d?k4EmBWHH9W W Mq Is92WizyQbTu 2-0-0 3-0-0 4-8-0 7-8-0 9-8-0 2-0-0 3-0-0 1-8-0 3-0-0 2-0-0 Scale = 1:22.0 4x4 = 4x4 3-0-0 4-81-8-0 7-8-0 3-0-0 -0 3-0-0 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 TCDL 7.0 Lumber DOL 1.25 BC 0.12 BCLL 0.0 Rep Stress Incr NO WB 0.08 BCDL 10.0 Code FBC2017fTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=73(LC 31) Max Uplift 2=-576(LC 8), 5=-576(LC 8) Max Gram 2=494(LC 36), 5=494(LC 37) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-806/535, 3-4=-745/518, 4-5=-806/535 BOT CHORD 2-8=-418/749, 7-8=-432/773, 5-7=-421/746 WEBS 3-8=-127/271, 4-7=-127/271 DEFL. in floc) I/defl L/d PLATES GRIP Vert(LL) 0.02 7-14 >999 240 MT20 244/190 Vert(CT) -0.02 8 >999 180 Horz(CT) 0.01 5 n/a n/a Weight: 33 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) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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) except (jt=lb) 2=576, 5=576. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 69 lb up at 3-0-0, and 37 lb down and 69 lb up at 4-8-0 on top chord, and 330 lb down and 75 lb up at 3-0-0, and 330 lb down and 75 lb up at 4-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20 Concentrated Loads (lb) Vert: 3=-3(F) 4=-3(F) 8=-46(F) 7=-46(F) This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, 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 ANSYTPIf 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 STROKE T21671497 77075 GRF HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:14 2020 Page 1 ID:DfEM8kilCgwtEJLsy7mjw5yQvaD-MOuuyVYQNEgPN?NFAiFJn_kXphLfFdSR5po3EPyQbTt -2-0-0 5-0-0 10-0-9 14-11-7 20-0-0 25-0-0 27-0-0 2-0-0 5-0-0 5-0-9 4-10-13 5-0-9 5-0-0 2-0-0 5x8 MT18HS = 4x4 = 4x8 = 5x8 MT18HS = 5.00 12 3 20 21 22 4 23 24 25 5 26 27 28 6 4x8 = 4x4 _ 3x4 = 5x8 MT18HS = V_ 2x3 11 V V_ 44 = 4x8 = Scale = 1:47.2 5-0-0 10-0-9 14-11-7 20-0-0 25-0-0 5-0-0 5-0-9 4-10-13 5-0-9 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4j, [3:0-4-0,0-1-13j, [6:0-4-0,0-1-13j, [7:0-0-0,0-0-4] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.76 10-12 >394 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.50 10-12 >604 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(CT) -0.18 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 115 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-10-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-3-8, 7=0-3-8 Max Horz 2=104(LC 7) Max Uplift 2=-2094(LC 8), 7=-2083(LC 8) Max Grav 2=1555(LC 1), 7=1528(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3249/4278, 3-4=-3015/4081, 4-5=-4428/5985, 5-6=-2946/4048, 6-7=-3180/4250 BOT CHORD 2-13=-3783/2953, 12-13=-5775/4428, 10-12=-5764/4404, 9-10=-5764/4404, 7-9=-3757/2890 WEBS 3-13=-1293/917, 4-13=-1591/2075, 4-12=-340/322, 5-10=-336/317, 5-9=-1627/2100, 6-9=-1189/821 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=25ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.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 Qt=lb) 2=2094, 7=2083. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 152 lb up at 5-0-0, 68 lb down and 146 lb up at 7-0-12, 68 lb down and 146 lb up at 9-0-12, 68 lb down and 146 lb up at 11-0-12, 68 lb down and 146 lb up at 12-6-0, 68 lb down and 146 lb up at 13-11-4, 68 lb down and 146 lb up at 15-11-4, and 68 lb down and 146 lb up at 17-11-4, and 218 lb down and 351 lb up at 20-0-0 on top chord, and 213 lb down and 268 lb up at 5-0-0, 43 lb down and 59 lb up at 7-0-12, 43 lb down and 59 lb up at 9-0-12, 43 lb down and 59 lb up at 11-0-12, 43 lb down and 59 lb up at 12-6-0, 43 lb down and 59 lb up at 13-11-4, 43 lb down and 59 lb up at 15-11-4, and 43 lb down and 59 lb up at 17-11-4, and 95 lb down and 144 lb up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 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 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPIf Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: MiTek' 6904 Parke East Blvd. Tampa, FL 36610 October 23,2020 Job Truss Truss Type Qty Ply STROKE T21671497 77075 GRF HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:15 2020 Page 2 I D: DfEM8kilCgwtEJLsy7mjw5yQvaD-gCSGArZ28XyG?9yRkQmYJBH iZ4hu_4iaJTXcnryQbTs LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-8=-54, 14-17=-20 Concentrated Loads (lb) Vert: 3=-56(F) 6=-119(F) 13=-172(F) 9=-62(F) 21=-56(F) 22=-56(F) 23=-56(F) 24=-56(F) 25=-56(F) 26=-56(F) 27=-56(F) 29=-31(F) 30=-31(F) 31=-31(F) 32=-31(F) 33=-31 (F) 34=-31 (F) 35=-31(F) 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 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 ANSUTPIf 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 STROKE T21671498 77075 GRG Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:16 2020 Page 1 I D: DfEM8kil CgwtEJLsy7mjw5yQvaD-IOOeN Bagur47dJXel7HnsPpv8UOMjY9kY7HAJIyQbTr -2-0-0 3-9-14 7-0-0 12-6-0 18-0-0 21-2-2 2% 0 27-0-0 2-0-0 3-9-14 3-2-2 5-6-0 5-6-0 3-2-2 3-9-14 2-0-0 5x6 = G nn 18 19 20 Scale = 1:47.2 3x8 = 21 22 23 5x6 = 3x8 = 3x4 = 5x8 MT18HS = 3x4 = 3x8 = 2x3 11 3-9-14 7-0-0 12-6-0 18-0-0 21-2-2 25-0-0 3-9-14 3-2-2 5-6-0 5-6-0 3-2-2 3-9-14 Plate Offsets (X,Y)-- [2:0-8-0,0-0-101, [3:0-3-0,0-2-41, [5:0-3-0,0-2-41, [6:0-8-0,0-0-101 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.38 9 >788 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.42 9-11 >708 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(CT) 0.13 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 112 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-134(LC 23) Max Uplift 2=-1546(LC 8), 6=-1510(LC 8) Max Grav 2=1949(LC 1), 6=1929(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4152/3075, 3-4=-3823/2939, 4-5=-3773/2851, 5-6=-4101/2985 BOT CHORD 2-11=-2643/3769, 9-11=-3307/4703, 8-9=-3307/4703, 6-8=-2560/3722 WEBS 3-11=-696/1116, 4-11 =-1 108/762, 4-9=-15/481, 4-8=-1149/835, 5-8=-600/1043 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.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 Qt=lb) 2=1546, 6=1510. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 148 lb down and 192 lb up at 7-0-0, 148 lb down and 186 lb up at 9-0-12, 148 lb down and 186 lb up at 11-0-12, 148 lb dawn and 186 lb up at 12-6-0, 148 lb down and 186 lb up at 13-11-4, and 148 lb down and 186 lb up at 15-11-4, and 224 lb down and 359 lb up at 18-0-0 on top chord, and 423 lb down and 414 lb up at 7-0-0, 84 lb down and 24 lb up at 9-0-12, 84 lb down and 24 lb up at 11-0-12, 84 lb down and 24 lb up at 12-6-0, 84 lb down and 24 lb up at 13-11-4, and 84 lb down and 24 lb up at 15-11-4, and 354 lb down and 255 lb up at 17-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 12-15=-20 Continued on page 2 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 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIf Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: MiTek' 6904 Parke East Blvd. Tampa, FL 36610 October 23,2020 Job Truss Truss Type Qty Ply STROKE T21671498 77075 GRG Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:16 2020 Page 2 I D: DfEM8kil CgwtEJLsy7mjw5yQvaD-IOOeN Bagur47dJXel7HnsPpv8UOMjY9kY7HAJIyQbTr LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-106(B) 5=-157(B) 1 1=-407(B) 9=-61(B) 8=-308(B) 4=-106(B) 18=-106(B) 20=-106(B) 21=-106(B) 23=-106(B) 24=-61(B) 25=-61 (B) 26=-61 (B) 27=-61(B) 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 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 ANSUTPIf 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 STROKE T21671499 77075 GRK Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL -2-0-0 3-9-14 7-0-0 2-0-0 3-9-14 3-2-2 4x5 = 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:17 2020 Page 1 I D: DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-mbZOaXa If9CzET6gsroOOcMANuRaS9Ltnn0jrkyQbTq 8-4-0 11-6-2 15-4-0 17-4-0 1-4-0 3-2-2 3-9-14 2-0-0 4x5 = 3x4 = _... .. _._ .. _..- .. _.._ .. 3x4 = 3-9-14 7-0-0 8-4-0 11-6-2 15-4-0 3-9-14 3-2-2 1-4-0 3-2-2 3-9-14 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in floc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.12 9 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.20 9 >913 240 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.15 9 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=131(LC 7) Max Uplift 2=-938(LC 8), 7=-938(LC 8) Max Grav 2=1140(LC 1), 7=1140(LC 1) Scale = 1:31.5 PLATES GRIP MT20 244/190 Weight: 66 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-13 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2060/1490, 3-4=-2024/1554, 4-5=-1886/1495, 5-6=-2024/1554, 6-7=-2060/1490 BOT CHORD 2-12=-1220/1864, 11-12=-1220/1864, 10-11=-1234/1886, 9-1 0=-1 220/1864, 7-9=-1220/1864 WEBS 4-11=-272/513, 5-10=-272/513 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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) except (jt=lb) 2=938, 7=938. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 224 lb down and 357 lb up at 7-0-0, and 224 lb down and 357 lb up at 8-4-0 on top chord, and 354 lb down and 255 lb up at 7-0-0, and 354 lb down and 255 lb up at 8-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-8=-54, 13-16=-20 Concentrated Loads (lb) Vert: 4=-157(F) 5=-157(F) 11=-308(F) 10=-308(F) Io. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, 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 ANSUTPIf 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 STROKE T21671500 77075 J 1 JACK -OPEN 20 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:18 2020 Page 1 ID: DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-En7PosbwQSKgsdhOPYJFxgvCOlsHBdK1 ?RmGNAyQbTp -2-0-0 1-0-0 Scale = 1:8.2 Plate Offsets (X,Y)-- [2:0-1-2,Edgej LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=105(LC 12) Max Uplift 3=-25(LC 1), 2=-397(LC 12), 4=-47(LC 1) Max Grav 3=66(LC 12), 2=254(LC 1), 4=110(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3, 4 except Qt=lb) 2=397. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP11 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 STROKE T21671501 77075 AID P JACK -OPEN 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:18 2020 Page 1 I D: DfEM8kil CgwtEJLsy7mjw5yQvaD-En7PosbwQSKgsdhOPYJ FxgvCOlsEBdK1 ?RmGNAyQbTp -2-0-0 1-0-0 Scale = 1:8.2 Plate Offsets (X,Y)-- [2:0-0-2,0-0-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=105(LC 12) Max Uplift 3=-25(LC 1), 2=-419(LC 12), 4=-47(LC 17) Max Grav 3=59(LC 12), 2=254(LC 1), 4=96(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3, 4 except Qt=lb) 2=419. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP11 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 STROKE T21671502 77075 J3 JACK -OPEN 18 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:19 2020 Page 1 ID: DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-izhn?CcYBmShU mGCzGgU U 1 RN8i9nw4ZAE5VgwdyQbTo -2-0-0 3-0-0 Scale = 1:12.4 3-0-0 3-0-0 Plate Offsets (X,Y)-- [2:0-0-2,0-0-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.01 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 FBC2017/TP12014 Matrix -MP Weight: 13 lb 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. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=155(LC 12) Max Uplift 3=-54(LC 9), 2=-362(LC 12), 4=-49(LC 9) Max Grav 3=51(LC 1), 2=253(LC 1), 4=47(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=362. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP11 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 STROKE T21671503 77075 J31P JACK -OPEN 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:19 2020 Page 1 ID: DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-izhn?CcYBmShU mGCzGgU U 1 RN8i9nw4ZAE5VgwdyQbTo -2-0-0 3-0-0 Scale = 1:12.4 3-0-0 3-0-0 Plate Offsets (X,Y)-- [2:0-0-2,0-0-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.01 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 FBC2017/TP12014 Matrix -MP Weight: 13 lb 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. REACTIONS. (size) 3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=155(LC 12) Max Uplift 3=-54(LC 9), 2=-362(LC 12), 4=-49(LC 9) Max Grav 3=51(LC 1), 2=253(LC 1), 4=47(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=362. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP11 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 STROKE T21671504 77075 J5 Jack -Open 16 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:20 2020 Page 1 ID:DfEM8kilCgwtEJLsy7mjw5yQvaD-AAF9DYdBy4aY5wrPXzMjOF_Yu5PyfXpJTIFNs3yobTn -2-0-0 5-0-0 Scale = 1:16.4 5-0-0 5-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 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 FBC2017/TP12014 Matrix -MP Wind(LL) 0.06 4-7 >974 240 Weight: 19 lb 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. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=207(LC 12) Max Uplift 3=-109(LC 12), 2=-305(LC 12), 4=-1(LC 9) Max Gram 3=112(LC 17), 2=313(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Ir ior(1) 1-0-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=109, 2=305. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP11 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 STROKE T21671505 77075 J51P JACK -OPEN 9 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:20 2020 Page 1 I D: DfEM8kil CgwtEJLsy7mjw5yQvaD-AAF9DYd By4aY5wrPXzMjOF_gl5KsfXpJTIFNS3yQbTn -2-0-0 5-0-0 Scale = 1:16.4 5-0-0 5-0-0 Plate Offsets (X,Y)-- [2:0-5-2,0-0-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.14 4-7 >431 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 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 FBC2017/TP12014 Matrix -MP Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=207(LC 12) Max Uplift 3=-131(LC 12), 2=-415(LC 12), 4=-90(LC 9) Max Grav 3=11 O(LC 1), 2=313(LC 1), 4=83(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=131, 2=415. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP11 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 STROKE T21671506 77075 J6 Jack -Open 3 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:21 2020 Page 1 ID: DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-fMpXQudpj NiPj4Qb5htyZSWghVi90_3TiP_x_VyQbTm -2-0-0 6-2-8 Scale = 1:18.9 6-2-8 6-2-8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.05 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.12 4-7 >597 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.12 4-7 >633 240 Weight: 23 lb FT = 20% 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=238(LC 12) Max Uplift 3=-149(LC 12), 2=-319(LC 12), 4=-1(LC 9) Max Gram 3=149(LC 17), 2=353(LC 1), 4=105(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 6-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=149, 2=319. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP11 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 STROKE T21671507 77075 J7 Jack -Open 50 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL -2-0-0 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:22 2020 Page 1 I D: DfEM8kil CgwtEJLsy7mjw5yQvaD-7YNveEeRUhgGLE_neOOB5g3zsvAo7RJcw2kU WxyQbTI 7-0-0 Scale = 1:20.4 7-0-0 7-0-0 Plate Offsets (X,Y)-- [2:0-1-6,Edgej LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.07 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.17 4-7 >488 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.15 4-7 >539 240 Weight: 25 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. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=259(LC 12) Max Uplift 3=-171(LC 12), 2=-330(LC 12), 4=-4(LC 12) Max Gram 3=166(LC 17), 2=380(LC 1), 4=124(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=171, 2=330. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP11 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 STROKE T21671508 77075 K Common 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL -2-0-0 7-8-0 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:22 2020 Page 1 ID:DfEM8kilCgwtEJLsy7mjw5yQvaD-7YNveEeRUhgGLE_neOOB5g30MvAD7PEcw2kUWxyQbTl 15-4-0 17-4-0 Scale = 1:31.0 4x6 = Io 3x4 — -"'" 3x4 = 7-8-0 154-0 7-8-0 7-8-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.08 6-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.15 6-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix -MS Wind(LL) 0.11 6-12 >999 240 Weight: 59 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) 2=0-8-0, 4=0-8-0 Max Horz 2=141(LC 11) Max Uplift 2=-539(LC 12), 4=-539(LC 12) Max Grav 2=675(LC 1), 4=675(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-881/648, 3-4=-881/648 BOT CHORD 2-6=-391/749, 4-6=-391/749 WEBS 3-6=-21/350 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 7-8-0, Exterior(2) 7-8-0 to 10-8-0, Interior(1) 10-8-0 to 17-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=539, 4=539. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP11 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 STROKE T21671509 77075 K1 Common 5 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL -2-0-0 7-8-0 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:23 2020 Page 1 I D: DfE M 8ki I CgwtEJ Lsy7mjw5yQva D-b Ixl raf3F?y7yOZ_C5vQetcAoJ W BssTm9iT130yQbTk 15-4-0 4x6 = Scale = 1:27.8 Io 7-8-0 15-4-0 7-8-0 7-8-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.10 5-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.18 5-8 >997 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix -MS Wind(LL) 0.15 5-8 >999 240 Weight: 55 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 8-11-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=0-8-0, 2=0-8-0 Max Horz 2=140(LC 11) Max Uplift 4=-353(LC 12), 2=-553(LC 12) Max Grav 4=560(LC 1), 2=682(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-906/718, 3-4=-903/741 BOT CHORD 2-5=-532/772, 4-5=-532/772 WEBS 3-5=-65/353 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 7-8-0, Exterior(2) 7-8-0 to 10-8-0, Interior(1) 10-8-0 to 15-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=353, 2=553. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ANSI7TP11 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 STROKE T21671510 77075 K2 Half Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL -2-0-0 5-7-8 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:24 2020 Page 1 ID: DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-3xVg2wgh014_aY8AmpQfB58KpjsQbCLvOM DbbgyQbTj 8-11-0 15-4-0 4x6 = 3x6 = 13 14 Scale = 1:29.7 3x5 = 3x6 II 8-11-0 15-4-0 8-11-0 6-5-0 Plate Offsets (X,Y)-- [2:0-0-6,Edgej LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.11 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.22 7-10 >814 240 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.05 7-10 >999 240 Weight: 76 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 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-7-7 oc bracing. REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=311(LC 12) Max Uplift 6=-382(LC 9), 2=-520(LC 12) Max Grav 6=555(LC 1), 2=677(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-931/777, 3-4=-671/552, 4-5=-582/567, 5-6=-510/564 BOT CHORD 2-7=-922/830 WEBS 3-7=-328/416, 5-7=-631/652 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 8-11-0, Exterior(2) 8-11-0 to 13-1-15, Interior(1) 13-1-15 to 15-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=382, 2=520. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP11 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 STROKE T21671511 77075 KJ3 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:24 2020 Page 1 ID: DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-3xVg2wgh014_aY8AmpQfB58LUjsLbLpvOMDbbgyQbTj 4 -2-9-15 2-4-10 -2-3 Scale = 1:13.7 4-2-3 4-2-3 Plate Offsets (X,Y)-- [2:0-0-12,Edge] LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 TCDL 7.0 Lumber DOL 1.25 BC 0.36 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=155(LC 8) Max Uplift 3=-71(LC 8), 2=-528(LC 8), 4=-73(LC 5) Max Grav 3=102(LC 28), 2=395(LC 28), 4=79(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.09 4-7 >569 240 MT20 244/190 Vert(CT) -0.08 4-7 >609 180 Horz(CT) 0.00 2 n/a n/a Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=528. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 lb down and 102 lb up at 1-6-1, and 151 lb down and 102 lb up at 1-6-1 on top chord, and 170 lb down and 76 lb up at 1-6-1, and 170 lb down and 76 lb up at 1-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=48(F=24, 13=24) 9=72(F=36, B=36) This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ANSUTPIf 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 STROKE T21671512 77075 KJ5 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL -2-9-15 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:25 2020 Page 1 I D: DfEM8kil CgwtEJLsy7mjw5yQvaD-X722GGhJncCrChjMKWxuj I h W p6B?Ko33cOy87GyQbTi 3-9-9 7-0-2 Scale = 1:18.9 7-0-2 7-0-2 Plate Offsets (X,Y)-- [2:0-0-8,Edgej LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 TCDL 7.0 Lumber DOL 1.25 BC 0.40 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (size) 3=Mechanical, 2=0-4-9, 4=Mechanical Max Horz 2=206(LC 24) Max Uplift 3=-169(LC 8), 2=-620(LC 8), 4=-135(LC 5) Max Grav 3=143(LC 28), 2=444(LC 28), 4=108(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.22 4-7 >381 240 MT20 244/190 Vert(CT) -0.12 4-7 >722 240 Horz(CT) 0.00 2 n/a n/a Weight: 26 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: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=169, 2=620, 4=135. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 143 lb down and 102 lb up at 1-6-1, 143 lb down and 102 lb up at 1-6-1, and 38 lb down and 67 lb up at 4-4-0, and 38 lb down and 67 lb up at 4-4-0 on top chord , and 156 lb down and 76 lb up at 1-6-1, 156 lb down and 76 lb up at 1-6-1, and 15 lb down and 4 lb up at 4-4-0, and 15 lb down and 4 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=48(F=24, 13=24) 10=72(F=36, B=36) 11=3(F=2, B=2) This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ANSUTPIf 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 STROKE T21671513 77075 KJ6 Diagonal Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:26 2020 Page 1 I D: DfEM8kil CgwtEJLsy7mjw5yQvaD-?KcQTchxYwKiprlZtEs7G W EhzWXk3CPCrgiifjyQbTh -2-9-15 4-7-13 8-8-10 i Scale = 1:21.9 4-7-13 8-8-10 4-7-13 4-0-13 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 TCDL 7.0 Lumber DOL 1.25 BC 0.37 BCLL 0.0 Rep Stress Incr NO WB 0.25 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=238(LC 8) Max Uplift 4=-140(LC 8), 2=-562(LC 8), 5=-180(LC 8) Max Grav 4=130(LC 1), 2=595(LC 28), 5=304(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-763/451 BOT CHORD 2-7=-509/697, 6-7=-509/697 WEBS 3-7=-101/267.3-6=-744/543 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.09 7-10 >999 240 MT20 244/190 Vert(CT) -0.08 7-10 >999 180 Horz(CT) 0.01 5 n/a n/a Weight: 38 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: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=140, 2=562, 5=180. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 lb down and 102 lb up at 1-6-1, 151 lb down and 102 lb up at 1-6-1, 38 lb down and 67 Ito up at 4-4-0, 38 lb down and 67 lb up at 4-4-0, and 141 lb down and 132 lb up at 7-1-15, and 141 lb down and 132 lb up at 7-1-15 on top chord, and 107 lb down and 76 lb up at 1-6-1, 107 lb down and 76 lb up at 1-6-1, 15 lb down and 57 lb up at 4-4-0, 15 lb down and 57 lb up at 4-4-0, and 49 lb down and 15 lb up at 7-1-15, and 49 lb down and 15 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 11=48(F=24, B=24) 13=-62(F=-31, B=-31) 14=72(F=36, B=36) 15=3(F=2, B=2) 16=-50(F=-25, B=-25) Io This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ANSYTPIf 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 STROKE T21671514 77075 KJ7 Diagonal Hip Girder 7 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:27 2020 Page 1 ID: DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-TWAohxiaJ DSZR?tlRx_MojmsjwsfodlL4KRFC9yQbTg -2-9-15 5-2-9 9-10-1 i Scale: 1/2"=l' 5-2-9 9-10-1 5-2-9 4-7-8 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 TCDL 7.0 Lumber DOL 1.25 BC 0.39 BCLL 0.0 Rep Stress Incr NO WB 0.37 BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=258(LC 8) Max Uplift 4=-136(LC 8), 2=-596(LC 8), 5=-203(LC 8) Max Grav 4=127(LC 1), 2=647(LC 28), 5=332(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-879/534 BOT CHORD 2-7=-604/818, 6-7=-604/818 WEBS 3-7=-96/272, 3-6=-871/643 3x4 = DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.11 7-10 >999 240 MT20 244/190 Vert(CT) -0.07 6-7 >999 240 Horz(CT) 0.01 5 n/a n/a Weight: 43 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-3-13 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=136, 2=596, 5=203. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 lb down and 102 lb up at 1-6-1, 151 lb down and 102 lb up at 1-6-1, 38 lb down and 67 lb up at 4-4-0, 38 lb down and 67 lb up at 4-4-0, and 141 lb down and 132 lb up at 7-1-15, and 141 lb down and 132 lb up at 7-1-15 on top chord, and 107 lb down and 76 lb up at 1-6-1, 107 lb down and 76 lb up at 1-6-1, 15 lb down and 57 lb up at 4-4-0, 15 lb down and 57 lb up at 4-4-0, and 49 lb down and 15 lb up at 7-1-15, and 49 lb down and 15 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 11=48(F=24, B=24) 13=-62(F=-31, B=-31) 14=72(F=36, B=36) 15=3(F=2, B=2) 16=-50(F=-25, B=-25) Io This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ANSUTPIf 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 STROKE T21671515 77075 MV2 Valley 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:27 2020 Page 1 ID: DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-TWAohxiaJDSZR?tlRx_MojmxtwyGoiYL4KRFC9yQbTg 2-0-0 5.00 Scale = 1:6.9 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 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 FBC2017/TP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=33(LC 12) Max Uplift 1=-23(LC 12), 2=41(LC 12) Max Gram 1=47(LC 1), 2=35(LC 17), 3=25(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1, 2. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP11 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 STROKE T21671516 77075 MV4 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:28 2020 Page 1 I D: DfEM8kil CgwtEJLsy7mjw5yQvaD-xikBuHjC4XaQ39Sx?fVbLxJ00KGyX9oVJ_BokbyQbTf 4-0-0 3x4 11 2 Scale = 1:11.1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 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 FBC2017/TP12014 Matrix-P Weight: 13 lb FT = 20% 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=81(LC 12) Max Uplift 1=-58(LC 12), 3=-91(LC 12) Max Gram 1=116(LC 1), 3=118(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown 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 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) 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 Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, 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/TP11 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 STROKE T21671517 77075 MV6 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:28 2020 Page 1 I D: DfEM8kil CgwtEJLsy7mjw5yQvaD-xikBuHjC4XaQ39Sx?fVbLxJ3SKH7X8sVJ_BokbyQbTf 6-0-0 3x4 11 3x4 � 2x3 11 3x4 11 Scale = 1:15.7 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-0-0, 4=6-0-0, 5=6-0-0 Max Horz 1=133(LC 12) Max Uplift 4=-66(LC 12), 5=-189(LC 12) Max Grav 1=56(LC 1), 4=85(LC 17), 5=245(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-211/418 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=189. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, 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/TP11 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 STROKE T21671518 77075 V4 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:29 2020 Page 1 ID: DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-Qu IZ6dkgrrjGgJ 17ZMOgt8sHakc7Gc2eXewMG1 yQbTe 2-0-0 4-0-0 5.00 12 3x4 i 3x6 = 3x4 Scale = 1:7.5 4-0-0 4-0-0 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 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 FBC2017/TP12014 Matrix-P Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=-19(LC 10) Max Uplift 1=-61(LC 12), 3=-61(LC 12) Max Gram 1=94(LC 1), 3=94(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 at joint(s) 1, 3. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, 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/TP11 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 STROKE T21671519 77075 V8 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Fri Oct 23 07:50:30 2020 Page 1 ID: DfEM8ki ICgwtEJ Lsy7mjw5yQvaD-u5sxJzkSb8r7ITcK64X3QMOMFlyY?2xomlgvoUyQbTd 4-0-0 8-0-0 3x4 2x3 11 4x4 — 8-0-0 8-0-0 3x4 Scale = 1:14.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 24 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-0-0, 3=8-0-0, 4=8-0-0 Max Horz 1=-48(LC 10) Max Uplift 1=-93(LC 12), 3=-93(LC 12), 4=-126(LC 12) Max Gram 1=118(LC 1), 3=118(LC 1), 4=248(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-166/295 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) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 at joint(s) 1, 3 except Qt=lb) 4=126. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2020 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP11 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 CO z' W r m D r 00 > ,> <� -q > 0 m � - �.� X m I I m �� � r �� 0 a P ,PT.O ZOO W m o 0 pW 0 O omcco�,v sz � c _ m�a��oa c D cQ- p o O0 CC? 3 0 N U1 n 7� O N a goG)nEf� 0 _�� min °c �q z 5o §,4 m m o CD -0 -t rn. sv Dvo n Z W O o C CD �. 3 n -0 Q Q-0 N n '� O N �- N C to O N CQ °' o Q a 3 NCD D O Q S '� N n '..x-. r CD o_ S w M C 0- N O y A N z Q. �. � Q f2 N OC N N m C� O- O Cn 3 to y O �- 0 Q N ,� -a N, N CD N O N 0 CD ^� N O ��oom 3�0 CD00o Q��� y ���o �a aao 2;o o�,mm O �m sv v �� ocn Q v i m m a.Q o' Qom m go N O O CD n, CS O 3 C1 O- N = Z N 6 v 2 —CD o z CD _Qa — 3 v 3 m o °' o O �' �: 00 3 (L] N O 3 CD 7 (D 0 7 CD 3 .7.' it ,�-. 7 C) (O N 7 fD O N S N CD N N N 3 N 3 C 9 O Ci o N N O O O_ O Q_ 03 0� 0ON<v <° o'oo c N(D my �X. 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