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Home My WebLink AbouttrussLumber design values are in accordance with ANSI/TPI 1 section 6.3 Nil These truss designs rely on lumber values established by others. M iTe k RE: 77315 - Mathew Guettler / Q59270-R MiTek USA, Inc. Site Information: 6904 Parke East Blvd. T�mp , FL 3610-411 Customer Info: Velco Engineering & Surveying Project Name: Matthew Guettler Mo el. /latt ew Guet ler Lot/Block: . Subdivision: . Address: 911 Emerald Ave., . City: Fort Pierce 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: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 19 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that 1 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 1 T22949276 Al 2/23/21 2 T22949277 A2 2/23/21 3 T22949278 A4 2/23/21 4 T22949279 A5 2/23/21 5 T22949280 All 2/23/21 6 T22949281 A15 2/23/21 7 T22949282 A19 2/23/21 8 T22949283 GR2 2/23/21 9 T22949284 V29 2/23/21 10 T22949285 V32 2/23/21 11 T22949286 A16 2/23/21 12 T22949287 A17 2/23/21 13 T22949288 GR3 2/23/21 14 T22949289 V6 2/23/21 No. Seal# Truss Name Date 15 T22949290 V11 2/23/21 16 T22949291 V13 2/23/21 17 T22949292 V16 2/23/21 18 T22949293 V21 2/23/21 19 T22949294 V26 2/23/21 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. `�`®rrtttt[rrt,®s GE*N ,S �a°o�• No 68182 �C► : X '. STATE OF .' 44/ OR k [[[[Ct1 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2021 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply Mathew Guettler/ Q59270-R T22949276 77315 Al COMMON 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Dec 17 2020 MiTek Industries, Inc. Tue Feb 23 17:14:02 2021 Page 1 ID:JgCgY2d7Mlr9k4aEv5dKR3y6RW_ 6uwZ9Ae7XWagsl43k4JUQYOTZSFw6EAGIGyY9iziCTJ -0- 11 1-10-2 1-11 14 8-9-7 15-7-0 17-2-2 17- 14 19-2-0 21-3-0 0- -11 1-10-2 0- - 2 6-9-9 6-9-9 1-7-2 0- - 2 1-10-2 Scale = 1:34.5 4x6 = 4x4 6 13 3x6 = 3x4 = 3x4 = 23 9 3x6 11 2-1-0 1-10-2 1-11 4 9-7-0 17-2-2 17 14 19-2-0 1-10-2 0- - 7-6-0 7-7-2 0- - 2 1-10-2 LOADING (psf) 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 FBC2020/TP12014 CSI. TC 0.57 BC 0.47 WB 0.42 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defi L/d 0.25 10-11 >817 240 -0.18 10-11 >999 240 -0.02 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 106 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-5,5-7: 2x4 SP M 30 end verticals. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-2-7 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-11 REACTIONS. (lb/size) 9=738/0-6-0, 13=795/0-6-0 Max Horz 13=280(LC 11) Max Uplift 9=-813(LC 12), 13=-836(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-799/1340, 3-17=-1024/1669, 4-17=-1009/1685, 4-18=-931/1721, 5-18=-866/1730, 5-6=-264/602, 6-19=-283/595, 7-19=-288/594, 7-9=-769/1201 BOT CHORD 2-13=-1476/906, 13-20=-1584/906, 12-20=-1584/906, 11-12=-1584/906, 11-21=-564/339, 21-22=-564/339, 10-22=-564/339 WEBS 4-11=-323/415, 5-11 =-1 254/635, 5-10=-313/495, 7-10=-793/532 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-0-0-15 to 2-11-1, Interior(1) 2-11-1 to 15-7-0, Exterior(2R) 15-7-0 to 18-7-0, Interior(1) 18-7-0 to 21-3-14 zone; cantilever left exposed ; end vertical right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. Sealed by V2I8Z, Joaquin, PE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 9 and 836 lb uplift at Digital Signature. joint 13. using a Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 Mathew Guettler/ Q59270-R T22949277 77315 A2 COMMON 11 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Dec 17 2020 MiTek Industries, Inc. Tue Feb 23 17:14:11 2021 Page 1 ID:JgCgY2d7Mlr9k4aEv5dKR3y6RW_ Ldyz1 FImPHiYRQGnmTzbHStzh4LbjEtbgAexzhziCTA 0-Qr11 2-4-0 7-11-3 15-7-0 19-2-0 21-3-0 0-d-11 2-4-0 5-7-3 7-7-13 4.00 12 3x4 — 5x6 = Scale = 1:36.2 2-1-0 0'3'0 8-3-4 8-6-12 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.22 9-11 >910 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.19 8-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) -0.01 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 113 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 5-7: 2x6 SP No.2 end verticals. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-9 REACTIONS. (lb/size) 11=798/0-6-0, 8=738/0-6-0 Max Horz 11=299(LC 11) Max Uplift 11=-846(LC 12), 8=-808(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-66/314, 3-15=-44/327, 3-4=-725/1351, 4-16=-655/1360, 5-16=-645/1370, 5-17=-579/1004, 6-17=-587/995, 6-8=-666/1084 BOT CHORD 11-18=-1387/817, 10-18=-1387/817, 9-10=-1387/817 WEBS 3-9=-298/373, 5-9=-567/303, 3-11=-939/1188, 6-9=-873/574 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-0-0-11 to 2-11-5, Interior(1) 2-11-5 to 15-7-0, Exterior(2R) 15-7-0 to 18-7-0, Interior(1) 18-7-0 to 21-3-14 zone; cantilever left exposed ; end vertical right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. This Item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 846 lb uplift at joint 11 and 808 lb uplift electronically signed and at joint8. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITP11 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 Mathew Guettler/ Q59270-R T22949278 77315 A4 ROOF SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Dec 17 2020 MiTek Industries, Inc. Tue Feb 23 17:14:20 2021 Page 1 ID:JgCgY2d7Mlr9k4aEv5dKR3y6RW= aM?NwKsQl2rGOoSWosdi9LITJiSbKKavu4JVogziCT1 -0-(] 11 2 4-0 7-11-3 15-7-0 20-1-4 24-7-8 28 4-8 0-00_11 2-4-0 5-7-3 7-7-13 4-6 4 4-6-4 3-9-0 5 0 3x4 3x4 = 3x4 = 3x6 = 3x4 = 3x6 11 3x4 11 Scale = 1:47.5 0 N 2-1-0 2�4r0 8-11-8 15-7-0 18-11-0 19 2-0 24-7-8 28-4-8 2-1-0 0-3-0 6-7-8 6-7-8 3 4-0 0-3-0 5-5-8 3-9-0 Plate Offsets (X,Y)-- [5:0-2-4,0-7-12] 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 0.81 Vert(LL) 0.09 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.07 13-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) -0.01 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 153 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 30 'Except' end verticals. Except: 9-10: 2x4 SP No.3 6-0-0 oc bracing: 5-7 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-11-14 oc bracing. WEBS 1 Row at midpt 7-15 REACTIONS. (lb/size) 16=742/0-6-0, 12=1077/0-6-0 Max Horz 16=458(LC 9) Max Uplift 16=-707(LC 12), 12=-1038(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-553/552, 4-21=-490/560, 5-21=-472/570, 7-8=-1247/532 BOT CHORD 16-22=-1423/705, 15-22=-1423/705, 14-15=-387/189, 13-14=-387/189, 11-12=-1053/1806, 8-11=-517/811, 11-24=-461 /797, 10-24=-447/801 WEBS 3-15=-272/333, 7-15=-1161/551, 8-10=-931/464, 3-16=-824/663, 2-16=-236/268, 3-7=-291/307, 7-11=-674/1147, 11-13=-577/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-0-0-11 to 2-11-5, Interior(1) 2-11-5 to 24-5-12 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. Sealed by V2I8Z, Joaquin, PE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 16 and 1038 lb uplift at joint 12. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITP11 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 Mathew Guettler/ Q59270-R T22949279 77315 A5 MONOPITCH 11 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Dec 17 2020 MiTek Industries, Inc. Tue Feb 23 17:14:28 2021 Page 1 ID:JgCgY2d7Mlr9k4aEv5dKR3y6RW_ LuUOc3yRPWr8_l32GYmaT15x9x9eCyz5kJFw3CziCSv -O-Q 11 2-4-0 6-4-14 12-6-5 18-7-12 1-2-p 0-0��11 2-4-0 4-0-14 6-1-7 6-1-7 -6- Scale = 1:43.2 4x4 = 4.00 12 4x10 = 3xb = 3x8 = 3x4 = 3x4 = 3x4 11 �2-1-0 2 4T0 10-5-14 18-7-12 1,9-2-p 2-1-0 0-3-0 8-1-14 8-1-14 6- Plate Offsets (X,Y)-- [11:0-3-0,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.24 7-8 >833 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.18 7-8 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.58 Horz(CT) -0.01 15 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 116 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-10 oc bracing. OTHERS 2x6 SP No.2 WEBS 1 Row at midpt 8-11 REACTIONS. (lb/size) 10=803/0-6-0, 15=570/0-6-0 Max Horz 10=332(LC 12) Max Uplift 10=-779(LC 12), 15=-665(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-761/1197, 4-5=-666/1205, 6-11=-934/468 BOT CHORD 10-17=-1468/761, 9-17=-1468/761, 8-9=-1468/761 WEBS 8-11=-1415/796, 5-11=-617/1131, 3-10=-942/1195, 6-15=-582/1065 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-0-0-11 to 2-11-5, Interior(1) 2-11-5 to 18-6-0 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing atjoint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify This item has been capacity of bearing surface. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 779 lb uplift at joint 10 and 665 lb uplift sealed b Velez, Joaquin, PE y Q at joint 15. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITP11 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 Mathew Guettler/ Q59270-R T22949280 77315 All COMMON STRUCTURAL GA 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Dec 17 2020 MiTek Industries, Inc. Tue Feb 23 17:14:36 2021 Page 1 ID:JgCgY2d7Mlr9k4aEv5dKR3y6RW= 6RzQHo2SWzs?xGgbkDwSojQFu9rt4cfGaZBMLkziCSn -0- 11 1-10-2 1-11 14 8-9-7 15-7-0 17-2-2 17- 14 19-2-0 21-3-0 0- -11 1-10-2 0- - 2 6-9-9 6-9-9 1-7-2 0- - 2 1-10-2 oll 4x6 = 4x6 = 7x8 11 6 7 7x10 11 15 3x6 = J 37 10 3x4 = 3x4 = 3x6 4x4 = 3x4 = 2-1-0 1-11-10-2�1-11.14 9-7-0 17-2-2 17- 114 19-2-0 1' 10-2 0-1- 2 7-6-0 7-7-2 0- - 2 1-10-2 Plate Offsets (X,Y)-- [2:0-4-8,0-2-6], [5:0-3-0,0-0-4], [6:0-4-3,0-3-8], [13:0-2-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 TCDL 7.0 Lumber DOL 1.25 BC 0.47 BCLL 0.0 * Rep Stress Incr YES WB 0.41 BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Scale = 1:39.2 DEFL. in (loc) I/defl LJd PLATES GRIP Vert(LL) 0.25 12-13 >799 240 MT20 244/190 Vert(CT) -0.19 12-13 >999 240 Horz(CT) -0.02 10 n/a n/a Weight: 143 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 2-5,5-8: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=738/0-6-0, 15=795/0-6-0 Max Horz 15=280(LC 11) Max Uplift 10=-813(LC 12), 15=-836(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-799/1335, 3-31=-1025/1663, 4-31 =-1 010/1680, 4-32=-914/1694, 5-32=-848/1703, 5-6=-227/531, 6-7=-339/740, 7-33=-257/529, 8-33=-259/525, 8-10=-795/1257 BOT CHORD 2-15=-1471/907, 15-34=-1579/907, 14-34=-1579/907, 13-14=-1579/907, 13-35=-562/337, 35-36=-562/337, 12-36=-562/337, 11-12=-364/243 WEBS 4-13=-318/409, 5-13=-1241/622, 5-12=-424/703, 6-12=-703/439, 7-11=-417/666, 8-11=-861 /569 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 5-2-14 oc bracing. 1 Row at midpt 5-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-0-0-15 to 2-11-1, Interior(1) 2-11-1 to 15-7-0, Exterior(2R) 15-7-0 to 18-7-0, Interior(1) 18-7-0 to 21-3-14 zone; cantilever left exposed ; end vertical right exposed; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry This item has been Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. electronically Signed and 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez, Joaquin, PE to the use of this truss component. 5) All plates are 2x3 MT20 unless otherwise indicated. using a Digital Signature. 6) Gable studs spaced at 2-0-0 oc. Printed copies of this 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not considered 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 signed and sealed and the will fit between the bottom chord and any other members. be 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 10 and 836 lb uplift signature must verified at joint 15. on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITP11 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 Mathew Guettler / Q59270-R T22949281 77315 A15 ROOF SPECIAL 12 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Feb 23 08:27:33 2021 Page 1 ID:JgCgY2d7Mlr9k4aEv5dKR3y6RW_ tyGfvvlfOK3zo_vl KfLgh_IKgwibkarXhES_HVziJle -0- 11 2-7-0 7-4-3 12-1-6 17-9-3 23-8-8 0- -11 2-7-0 4-9-3 4-9-3 5-7-13 5-11-5 4x5 3x4 = 5x6 = 4x5 II -7- 7-4-3 12-10-12 17-9-3 23-8-8 2-1-0 -6- 4-9-3 5-6-9 4-10-7 5-11-5 Plate Offsets (X,Y)-- [11:0-4-0,0-3-0] LOADING (psf) 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 FBC2020/TP12014 Scale = 1:43.6 N ob N N CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.59 Vert(LL) 0.16 9-10 >999 240 MT20 244/190 BC 0.23 Vert(CT) -0.11 9-10 >999 240 WB 0.89 Horz(CT) -0.07 7 n/a n/a Matrix -MS Weight: 124 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 11=0-6-0, 7=0-6-0 Max Horz 11=-182(LC 10) Max Uplift 11=-1029(LC 12), 7=-811(LC 12) Max Grav 11=986(LC 1), 7=764(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-312/139, 2-3=-1216/1864, 3-4=-1189/1808, 4-5=-1257/1990, 5-6=-1223/1873, 6-7=-717/1069 BOT CHORD 1-11=-84/284, 10-11=-203/331, 9-10=-1607/1078, 8-9=-1634/1164 WEBS 2-11=-867/1349, 2-10=-1894/1196, 3-10=-258/251, 4-9=-1143/646, 5-8=-365/404, 6-8=-1679/1103 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 5-6-1 oc bracing. 1 Row at midpt 6-8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-1-0 to 2-11-0, Interior(1) 2-11-0 to 12-1-6, Exterior(2R) 12-1-6 to 15-1-6, Interior(1) 15-1-6 to 23-6-12 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. This item has been 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. using a Digital Signature. 6) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Printed Copies of this 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1029 lb uplift at joint 11 and 811 lb uplift document are not considered at joint 7. signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6944 Parke East Blvd, Tampa FL 33610 Date: February 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITP11 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 Mathew Guettler/ Q59270-R T22949282 77315 A19 ROOF SPECIAL 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Dec 17 2020 MiTek Industries, Inc. Tue Feb 23 17:14:45 2021 Page 1 ID:JgCgY2d7Mlr9k4aEv5dKR3y6RW= L9OgAt95PkJWesJmcaafdljPn_khclbeTtK9jziCSe -0-¢11 2-4-2 7-11-5 15-7-2 18-7-14 1 -2-2 0-0�11 2-4-2 5-7-3 7-7-13 3-0-12 6 4x6 = Scale = 1:43.4 4x4 4x10 = 4.00 12 10x14 MT18HS \\ 8 18 13 'V n 3x4 3x4 3x4 = 3x6 = 3x4 = 3x4 11 = = 2-1-2 2 2 8-11-10 15-7-2 18-7-14 1 -2 2-1-2 0-3-0 6-7-8 6-7-8 3-0-12 -6 Plate Offsets (X,Y)-- [5:0-9-8,0-2-4], [14:0-3-0,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.91 Vert(LL) 0.10 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.07 10-12 >999 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) -0.01 18 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 126 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 30 end verticals. Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 5-7 OTHERS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-1 oc bracing. WEBS 1 Row at midpt 7-12 REACTIONS. (lb/size) 13=804/0-6-0, 18=572/0-6-0 Max Horz 13=365(LC 12) Max Uplift 13=-773(LC 12), 18=-678(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-494/522, 4-20=-431/529, 5-20=-413/540, 7-10=-336/557, 8-14=-1009/525 BOT CHORD 13-21=-1578/824, 12-21=-1578/824, 11-12=-671/358, 11-22=-671/358, 10-22=-671/358 WEBS 3-7=-419/847, 7-12=-1041/499, 10-14=-1073/572, 7-14=-225/434, 3-13=-951/1138, 2-13=-239/284, 8-18=-590/1083 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-0-0-11 to 2-11-5, Interior(1) 2-11-5 to 18-6-2 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. electronically Signed and 6) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify sealed by Velez, Joaquin, PE capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 773 lb uplift at joint 13 and 678 lb uplift using a Digital Signature. at joint 18. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITP11 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 Mathew Guettler/ Q59270-R T22949283 77315 GR2 MONOPITCH 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Dec 17 2020 MiTek Industries, Inc. Tue Feb 23 17:14:53 2021 Page 1 ID:JgCgY2d7Mlr9k4aEv5dKR3y6RW= 6iVrscF6WB?bUtTsEljS_JdCgOhTZG_mUiplRFziCSW -O-Q 11 2-4-0 6-4-14 12-6-5 18-7-12 1 -2 p 0-O 1 2-4-0 4-0-14 6-1-7 6-1-7 -6 4x6 = Scale = 1:43.9 44 = 4.00 12 4x12 = 15 10 3x4 3x4 3x6 = 3x10 = 3x4 11 = = 2-1-0 2 0 10-5-14 18-7-12 1 -2 2-1-0 0-3-0 8-1-14 8-1-14 -6 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [11:0-1-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.24 7-8 >834 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.18 7-8 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.60 Horz(CT) -0.01 15 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 122 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 1-4: 2x4 SP M 30 end verticals. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-11 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 10=803/0-6-0, 15=570/0-6-0 Max Horz 10=327(LC 12) Max Uplift 10=-780(LC 12), 15=-664(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-768/1210, 4-5=-681/1226, 6-11=-931/470 BOT CHORD 10-17=-1456/753, 9-17=-1456/753, 8-9=-1456/753 WEBS 5-8=-256/109, 8-11=-1442/819, 5-11=-637/1150, 3-10=-928/1181, 6-15=-583/1064 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-0-0-11 to 2-11-5, Interior(1) 2-11-5 to 18-6-0 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This Item has been 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify electronically signed and capacity of bearing surface. Sealed by Velez, Joaquin, PE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 780 lb uplift at joint 10 and 664 lb uplift Digital Signature. at joint 15. using a Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITP11 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 Mathew Guettler / Q59270-R T22949284 77315 V29 VALLEY 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Feb 23 08:27:47 2021 Page 1 ID:JgCgY2d7Mlr9k4aEv5dKR3y6RW_ Te6yrhCRjdq_T7J9bb6FxtjFZUM04UbvQrjnhziJIQ -2-1-12 9-11-10 29-7-10 2-1-12 9-11-10 19-8-0 3x6 4.00112 Scale = 1:52.1 15 14 13 12 11 10 3x4 5x6 = 3x6 = 29-7-10 29-7-10 Plate Offsets (X,Y)-- [4:0-3-15,0-2-81, [15:0-3-0,0-3-0] LOADING (psf) 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 FBC2020/TP12014 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.58 Vert(LL) 0.00 1 n/r 120 MT20 244/190 BC 0.20 Vert(CT) -0.01 1 n/r 90 WB 0.17 Horz(CT) 0.01 9 n/a n/a Matrix-S Weight: 120 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 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 29-7-10. (Ib) - Max Horz 15=-282(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 13, 9 except 15=-320(LC 12), 10=-273(LC 12), 11=-295(LC 12), 14=-262(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 9 except 15=415(LC 17), 10=527(LC 18), 11=530(LC 18). 14=614(LC 17), 13=575(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-15=-335/487, 3-4=-177/319, 4-5=-169/338, 5-6=-195/279 WEBS 8-10=-331/396, 6-11=-323/425, 3-14=-340/413, 5-13=-281/249 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 9-11-10, Exterior(2R) 9-11-10 to 12-11-10, Interior(1) 12-11-10 to 28-8-13 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. This item has been 4) All plates are 2x3 MT20 unless otherwise indicated. electronically Signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * Sealed by Velez, Joaquin, PE 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9 except Printed copies of this Ot=lb) 15=320, 10=273, 11=295, 14=262. document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITP11 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 Mathew Guettler / Q59270-R T22949285 77315 V32 VALLEY 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, L 0 -2-1-12 9-11-10 2-1-12 9-11-10 3x6 4.00112 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Feb 23 08:27:48 2021 Page 1 ID:JgCgY2d7Mlr9k4aEv5dKR3y6RW_ xrgK21 D3Uxyr5HYviJ6Lo9Pv3zgllWck84bHJ7ziJIP 32-7-10 22-8-0 3x4 18 24 17 16 15 14 13 12 11 3x4 II 3x6 = 3x6 = Scale = 1:58.6 Ia 0 32-7-10 32-7-10 Plate Offsets (X,Y)-- [4:0-3-11,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.02 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) -0.04 19 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 141 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* except end verticals. 1-19: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 32-7-10. (lb) - Max Horz 18=-353(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 16, 10 except 14=-243(LC 12), 11=-289(LC 12), 13=-222(LC 12), 17=-233(LC 12), 19=41O(LC 12) Max Grav All reactions 250 lb or less at joint(s) 18, 10 except 14=378(LC 18), 11=545(LC 18), 13=493(LC 18), 17=658(LC 17), 16=559(LC 18), 19=351(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-351/536, 3-4=-226/423, 4-5=-208/423, 5-6=-215/403, 6-8=-233/288, 8-9=-270/171, 9-10=-301/181 BOT CHORD 17-18=-165/290, 16-17=-165/290, 14-16=-165/290, 13-14=-165/290, 11-13=-165/290, 10-11=-165/290 WEBS 6-14=-215/331, 9-11=-337/419, 8-13=-288/337, 3-17=-339/391, 5-16=-294/150 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-11-12, Interior(1) 0-11-12 to 9-11-10, Exterior(2R) This item has been 9-11-10 to 13-2-13, Interior(1) 13-2-13 to 31-8-13 zone; end vertical left exposed;C-C for members and forces & MWFRS for electronically signed and reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 sealed by Velez, Joaquin, PE 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific using a Digital Signature. to the use of this truss component. 4) All plates are 2x3 MT20 unless otherwise indicated. Printed Copies Of this 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not considered 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 signed and sealed and the will fit between the bottom chord and any other members, with BCDL = 10.Opsf. signature must be verified 7) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. on any electronic Copies. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10 except Joaquin Velez PE No.68182 Qt=lb) 14=243, 11=289, 13=222, 17=233, 19=410. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITP11 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 Mathew Guettler/ Q59270-R T22949286 77315 A16 GABLE 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Dec 17 2020 MiTek Industries, Inc. Tue Feb 23 17:15:33 2021 Page 1 ID:JgCgY2d7Mlr9k4aEv5dKR3y6RW_ xOwzFlkC5U1vHOXYaiRgclHlz8JAxFOfgxVtrxziCRu 2-7-0 -0-Qr11 1-8-9 1-11ri 7-0-7 12-1-13 16-11-3 21-8-10 21-1 P-6 23-8-8 0-d-11 1-8-9 0-2-7 4-5-7 5-1-6 4-9-7 4-9-7 0- - 2 1-10-2 0-7-15 Scale = 1:40.2 4x5 6.00 N N � N N N N 3x4 = 5x6 = 4x6 11 2-7-0 1-8-9 -1- 7-8-14 12-10-12 21-8-10 21-1 -6 23-8-8 1- 1-8-9 -4- 5-1-14 5-1-14 8-9-14 2 1-111-2 0-6-0 Plate Offsets (X,Y)-- [1:0-0-4,0-0-4], [7:0-2-12,0-1-12], [10:0-1-12,0-1-8] 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 0.48 Vert(LL) 0.37 12-13 >675 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.30 12-13 >835 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) -0.11 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 149 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 4-6-11 oc bracing. 5-15: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 15=987/0-6-0, 11=764/0-6-0 Max Horz 15=-179(LC 10) Max Uplift 15=-728(LC 9), 11=-653(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 6-38=-1361/2091, 7-38=-1298/2102, 7-39=-1413/2337, 8-39=-1456/2329, 8-40=-739/1335, 9-40=-777/1325, 9-10=-741/1236, 10-11=-810/1344 BOT CHORD 14-15=-2040/1337, 14-41=-2062/1353, 41-42=-2058/1357, 13-42=-2055/1371, 13-43=-1908/1364, 43-44=-1911/1346, 12-44=-1918/1327 WEBS 6-15=-1665/2526, 6-14=-292/198, 6-34=-254/427, 13-34=-255/429, 7-13=-1417/798, 8-12=-780/1030, 9-12=-210/272, 5-15=-298/409, 10-12=-1494/898 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-0-0-11 to 1-9-6, Interior(1) 1-6-13 to 12-1-13, Exterior(2R) 12-1-13 to 15-1-13, Interior(1) 15-1-13 to 23-6-12 zone; cantilever left exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry This item has been Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. electronically Signed and 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez, Joaquin, PE to the use of this truss component. 5) All plates are 2x3 MT20 unless otherwise indicated. using a Digital Signature. 6) Gable studs spaced at 2-0-0 oc. Printed Copies Of this 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not Considered 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 signed and sealed and the will fit between the bottom chord and any other members. be 9) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signature must verified capacity of bearing surface. On any electronic Copies. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 728 lb uplift at joint 15 and 653 lb uplift Joaquin Velez PE No.68182 at joint 11. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITP11 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 Mathew Guettler/ Q59270-R T22949287 77315 A17 ROOF SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Dec 17 2020 MiTek Industries, Inc. Tue Feb 23 17:15:57 2021 Page 1 ID:JgCgY2d7Mlr9k4aEv5dKR3y6RW_ EOM2HV1GSs3V9iM9_ktSaoG7vpVoZ6yBCgJ8hYziCRW 2-7-0 -O-Q 11 1-8-9 1-i1-1 7-0-7 12-1-13 16-11-3 21-8-10 21-ip-6 23-8-8 0-d-11 1-8-9 9-2-7 4-5-7 5-1-6 4-9-7 4-9-7 0- - 2 1-10-2 0-7-15 4x5 zz� Scale = 1:42.7 N N � N N 15 3.uu112 - 11 3x4 = 2x3 11 5x6 = 4x6 2-7-0 1-8-9 3-1- 7-8-14 12-10-12 21-8-10 21-1 p-6 23-8-8 1-8-9 -4- 5-1-14 5-1-14 8-9-14 0- - 2 1-10-2 0-6-0 Plate Offsets (X,Y)-- [1:0-0-4,0-0-4], [10:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.37 12-13 >675 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.30 12-13 >834 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) -0.11 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 125 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 4-6-11 oc bracing. 5-15: 2x6 SP No.2 REACTIONS. (lb/size) 15=987/0-6-0, 11=764/0-6-0 Max Horz 15=-182(LC 10) Max Uplift 15=-1036(LC 12), 11=-809(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 6-20=-1362/2097, 7-20=-1298/2108, 7-21=-1413/2337, 8-21 =-1 456/2329, 8-22=-739/1335, 9-22=-777/1325, 9-10=-741/1236, 10-11=-810/1344 BOT CHORD 14-15=-2041/1281, 14-23=-2062/1297, 23-24=-2059/1301, 13-24=-2055/1315, 13-25=-1908/1364, 25-26=-1911/1346, 12-26=-1918/1327 WEBS 6-15=-1665/2527, 6-14=-292/198, 6-13=-211/422, 7-13=-1399/796, 8-12=-780/1031, 9-12=-210/272, 5-15=-291/408, 10-12=-1494/898 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-0-0-11 to 1-9-6, Interior(1) 1-6-13 to 12-1-13, Exterior(2R) 12-1-13 to 15-1-13, Interior(1) 15-1-13 to 23-6-12 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. This Item has been 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and 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 sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. Digital Signature. 6) Bearing atjoint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify using a capacity of bearing surface. Printed Copies of this 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1036 lb uplift at joint 15 and 809 lb uplift document are not considered at joint 11. signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITP11 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 Mathew Guettler / Q59270-R T22949288 77315 GR3 ROOF SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 0 1 2-7-0 7-4-3 2 1 -7-0 4-9-3 4-9-3 6x8 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Feb 23 08:27:41 2021 Page 1 ID:JgCgY2d7Mlr9k4aEv5dKR3y6RW_ eVlhae8g7n4glCWZoLUiOgdiy8RQcBQiXUOPZ1ziJIW 5-7-13 5-11-5 3x4 = 5x6 = 4x5 11 Scale = 1:43.6 2-1-0 -7- 7-4-3 12-10-12 17-9-3 23-8-8 2-1-0 6- 4-9-3 5-6-9 4-10-7 5-11-5 Plate Offsets (X,Y)-- [11:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.15 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.10 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) -0.07 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 146 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 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 *Except* BOT CHORD Rigid ceiling directly applied or 5-5-7 oc bracing. 2-11: 2x6 SP No.2 WEBS 1 Row at midpt 6-8 REACTIONS. (size) 11=0-6-0, 7=0-6-0 Max Horz 11=-181(LC 10) Max Uplift 11=-1023(LC 12), 7=-811(LC 12) Max Grav 11=980(LC 1), 7=764(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1259/1925, 3-4=-1215/1845, 4-5=-1290/2037, 5-6=-1250/1913, 6-7=-717/1069 BOT CHORD 10-11=-204/341, 9-10=-1645/1103, 8-9=-1672/1190 WEBS 2-11=-874/1377, 2-10=-1944/1230, 4-9=-1152/655, 5-8=-360/395, 6-8=-1714/1130 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 12-1-6, Exterior(2R) 12-1-6 to 15-1-6, Interior(1) 15-1-6 to 23-6-12 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. sealed by Velez, Joaquin, PE 6) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify using a Digital Signature. capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1023 lb uplift at joint 11 and 811 lb uplift Printed copies of this at joint 7. document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITP11 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 Mathew Guettler / Q59270-R T22949289 77315 V6 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Feb 23 08:27:49 2021 Page 1 ID:JgCgY2d7Mlr9k4aEv5dKR3y6RW_ P1DjGNEhFE4hiR76GOdaKMy64NBFU_DuNjKgrZziJlO 3-1-6 7-9A 3-1-6 4-8-0 3x6 3x4 i 2x3 11 3x4 Scale = 1:14.2 7-9-6 7-9-6 Plate Offsets (X Y)-- [2:0-5-0 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-9-6, 4=7-9-6, 5=7-9-6 Max Horz 1=-45(LC 10) Max Uplift 1=-54(LC 12), 4=-47(LC 12), 5=-144(LC 12) Max Grav 1=122(LC 21), 4=95(LC 1), 5=262(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-5=-205/525 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-7 to 3-1-6, Exterior(2R) 3-1-6 to 6-1-6, Interior(1) 6-1-6 to 6-10-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This Item has been 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 4 except (jt=lb) electronically signed and 5=144. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6944 Parke East Blvd, Tampa FL 33610 Date: February 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITP11 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 Mathew Guettler / Q59270-R T22949290 77315 V11 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 5-1-6 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Feb 23 08:27:42 2021 Page 1 ID:JgCgY2d7Mlr9k4aEv5dKR3y6RW_ 6hi3o_8lu5ChNM5IM2?xYu9gTYpXLgvsm88z5TziJIV 12-9-6 7-8-0 Scale = 1:20.2 4x5 6 5 3x4 2x3 11 2x3 11 3x4 5-1-6 12-9-6 5-1-6 7-8-0 Plate Offsets (X,Y)-- [2:0-2-7,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-9-6. (Ib)- Max Horz 1=-81(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 6 except 5=-206(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 4, 6 except 5=372(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-5=-271/436 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 5-1-6, Exterior(2R) 5-1-6 to 8-1-6, Interior(1) 8-1-6 to 11-10-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. electronically signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 4, 6 except sealed by Velez, Joaquin, PE Qt=lb) 5=206. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITP11 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 Mathew Guettler / Q59270-R T22949291 77315 V13 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Feb 23 08:27:43 2021 Page 1 ID:JgCgY2d7Mlr9k4aEv5dKR3y6RW= atsR?K9wfOKY_WgywmWA55i5Ky8K41U?_otwevziJIU 14-0-14 14-0-14 Scale = 1:26.5 3x4 :�- 7 6 53x4 II 2x3 11 2x3 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 53 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 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-0-14. (lb) - Max Horz 1=233(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1 except 5=-116(LC 12), 6=-203(LC 12), 7=-169(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 6=334(LC 1), 7=276(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 1-2=-271/114 WEBS 3-6=-251/363, 2-7=-189/266 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-10-13 to 3-10-13, Interior(1) 3-10-13 to 13-11-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This Item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1 except Qt=lb) electronically signed and 5=116, 6=203, 7=169. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6944 Parke East Blvd, Tampa FL 33610 Date: February 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITP11 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 Mathew Guettler / Q59270-R T22949292 77315 V16 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 7-1-6 7-1-6 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Feb 23 08:27:44 2021 Page 1 ID:JgCgY2d7Mlr9k4aEv5dKR3y6RW= 24QgDgAYQiSPcgF8TT1 PdJFCvMQlpk38DSd3AMziJIT 17-9-6 10-8-0 Scale = 1:28.1 3x6 // 3x4 i 10 9 8 7 3x4 2x3 11 3x6 — 2x3 11 2x3 11 17-9-6 17-9-6 Plate Offsets (X,Y)-- [3:Edge,0-1-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 62 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-9-6. (lb) - Max Horz 1=-117(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 8 except 7=-249(LC 12), 10=-292(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 6, 8 except 7=399(LC 1), 10=486(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 5-7=-280/365, 2-10=-359/506 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 7-1-6, Exterior(2R) 7-1-6 to 10-1-6, Interior(1) 10-1-6 to 16-10-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This Item has been 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 8 except electronically signed and Qt=lb) 7=249, 10=292. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITP11 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 Mathew Guettler / Q59270-R T22949293 77315 V21 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 9-1-6 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Feb 23 08:27:45 2021 Page 1 ID:JgCgY2d7Mlr9k4aEv5dKR3y6RW= XG_CQOBBBOaGEggK1 BYeAWnU71pgYBcIS6MdioziJlS 22-9-6 13-8-0 Scale = 1:36.3 3x6 // 3x4 10 14 9 8 7 3x4 2x3 11 3x6 = 2x3 11 2x3 22-9-6 22-9-6 Plate Offsets (X,Y)-- [3:Edge,0-1-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 79 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. OTHERS 2x4 SP No.3 REACTIONS. All bearings 22-9-6. (lb) - Max Horz 1=-152(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 6 except 8=-180(LC 12), 7=-279(LC 12), 10=-287(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=423(LC 18), 7=501(LC 18), 10=578(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-8=-243/325, 5-7=-322/401, 2-10=-341/441 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 9-1-6, Exterior(2R) 9-1-6 to 12-1-6, Interior(1) 12-1-6 to 21-10-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.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. This Item has been 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6 except Qt=lb) electronically signed and 8=180, 7=279,10=287. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITP11 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 Mathew Guettler / Q59270-R T22949294 77315 V26 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Feb 23 08:27:46 2021 Page 1 ID:JgCgY2d7Mlr9k4aEv5dKR3y6RW_?SYadMCpyJi7rzPXbu3tjkKeD992HegRhm6AFEziJIR 11-1-6 27-9-6 11-1-6 16-8-0 4x4 4.00112 3x4 i 12 17 11 10 9 8 3x4 2x3 11 3x6 = 2x3 11 2x3 11 2x3 II 11-1-6 27-9-6 11-1-6 16-8-0 Plate Offsets (X,Y)-- [3:0-1-15,0-1-12) LOADING (psf) 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 FBC2020/TP12014 CSI. DEFL. in (loc) I/defl L/d TC 0.22 Vert(LL) n/a n/a 999 BC 0.14 Vert(CT) n/a n/a 999 WB 0.14 Horz(CT) 0.00 7 n/a n/a Matrix-S Scale = 1:45.9 PLATES GRIP MT20 244/190 Weight: 102 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 OTHERS 2x4 SP No.3 REACTIONS. All bearings 27-9-6. (Ib) - Max Horz 1=-193(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 7 except 8=-284(LC 12), 9=-253(LC 12), 12=-335(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 7 except 8=530(LC 18), 9=510(LC 18), 12=612(LC 17), 11=430(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 6-8=-334/412, 4-9=-310/392, 2-12=-390/483 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 11-1-6, Exterior(2R) 11-1-6 to 14-1-6, Interior(1) 14-1-6 to 26-10-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members, with BCDL = 10.Opsf. sealed by Velez, Joaquin, PE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 11, 7 except using a Digital Signature. g g g Qt=lb) 8=284, 9=253, 12=335. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. 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