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HomeMy WebLinkAboutAPPROVED Engineered Truss Cut Sheets - Digitally signed6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 507794 - MELTON GARAGE Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 165 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.5 1 of 1 This package includes 17 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: - Customer Info: CORAL BUILDERS Project Name: - Model: GARAGE Subdivision: - Address: 8138 SARATOGA WAY, - State: FL.City: PORT ST. LUCIE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: July 19,2021 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Tibbetts Lumber Company-Palm Bay. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T24720304 A1 Date 7/19/212T24720305A27/19/213T24720306A37/19/214T24720307A47/19/215T24720308A67/19/216T24720309A77/19/217T24720310A87/19/218T24720311B17/19/219T24720312B27/19/2110T24720313B37/19/2111T24720314C17/19/2112T24720315C27/19/2113T24720316PB17/19/2114T24720317V47/19/21 No.Seal#Truss Name 15 T24720318 V8 Date 7/19/2116T24720319V127/19/2117T24720320V167/19/21 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 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 507794 Truss A1 Truss Type GABLE Qty 1 Ply 1 MELTON GARAGE Job Reference (optional) T24720304 8.510 s Jun 18 2021 MiTek Industries, Inc. Mon Jul 19 08:07:22 2021 Page 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, ID:JHZvZs_4tAhJN79eL22g6Kywrhw-AVPMWhTcS?sQlgD6ysal9TxAXgKCYDWJTdzjRiywZJp Scale = 1:82.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 54 53 52 51 50 49 48 46 45 44 43 42 41 40 39 38 36 35 34 33 32 31 304737 3x6 3x6 3x6 3x6 3x8 3x4 3x8 3x4 3x4 3x4 15-2-0 14-8-0 15-2-05-4-015-3-0 14-10-8 14-10-8 15-2-0 0-3-8 29-10-0 14-8-0 30-1-8 0-3-8 45-0-0 14-10-8 -2-0-0 2-0-0 14-10-8 14-10-8 20-1-8 5-3-0 24-10-8 4-8-15 30-1-8 5-3-0 45-0-0 14-10-8 47-0-0 2-0-0 0-6-610-7-30-6-65-4-010-7-36.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [13:0-3-0,0-2-0], [17:0-3-0,0-2-0], [28:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.14 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.05 (loc) 29 29 28 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 300 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 WEDGE Left: 2x4 SP No.2 , Right: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 13-17. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 46-48, 36-38 REACTIONS.All bearings 45-0-0. (lb) - Max Horz 2=-493(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 47, 36, 37, 43, 44, 50, 52, 54, 41, 40, 34, 32, 30, 48 except 2=-341(LC 12), 28=-341(LC 12), 42=-136(LC 12), 45=-127(LC 12), 49=-129(LC 12), 51=-104(LC 12), 53=-132(LC 12), 39=-127(LC 12), 35=-129(LC 12), 33=-104(LC 12), 31=-132(LC 12) Max Grav All reactions 250 lb or less at joint(s) 47, 36, 37, 42, 43, 44, 45, 49, 50, 51, 52, 53, 54, 41, 40, 39, 35, 34, 33, 32, 31, 30 except 2=296(LC 18), 28=266(LC 18), 48=318(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-475/479, 3-4=-436/431, 4-6=-412/431, 6-7=-391/524, 7-8=-367/617, 8-9=-348/709, 9-10=-367/818, 10-11=-334/867, 11-12=-317/970, 12-13=-318/1027, 13-14=-295/967, 14-15=-295/967, 15-16=-295/967, 16-17=-295/967, 17-18=-318/1027, 18-19=-296/970, 19-20=-259/867, 20-21=-243/818, 21-22=-213/709, 22-23=-182/617, 23-24=-150/524, 24-26=-117/432, 26-27=-85/334 WEBS 15-42=-116/319, 14-43=-311/109, 16-41=-311/72 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=45ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -2-0-0 to 2-6-0, Exterior(2N) 2-6-0 to 20-1-8, Corner(3E) 20-1-8 to 24-10-8, Corner(3R) 24-10-8 to 29-4-8, Exterior(2N) 29-4-8 to 47-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 507794 Truss A1 Truss Type GABLE Qty 1 Ply 1 MELTON GARAGE Job Reference (optional) T24720304 8.510 s Jun 18 2021 MiTek Industries, Inc. Mon Jul 19 08:07:23 2021 Page 2 Tibbetts Lumber Company, Palm Bay, FL - 32905, ID:JHZvZs_4tAhJN79eL22g6Kywrhw-ehzkk1UEDI_HNpoIWa6_igULH4gRHgmTiHjHz9ywZJo NOTES- 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 47, 36, 37, 43, 44, 50, 52, 54, 41, 40, 34, 32, 30, 48 except (jt=lb) 2=341, 28=341, 42=136, 45=127, 49=129, 51=104, 53=132, 39=127, 35=129, 33=104, 31=132. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 42, 43, 44, 45, 41, 40, 39. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 507794 Truss A2 Truss Type Piggyback Base Qty 12 Ply 1 MELTON GARAGE Job Reference (optional) T24720305 8.510 s Jun 18 2021 MiTek Industries, Inc. Mon Jul 19 08:07:24 2021 Page 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, ID:JHZvZs_4tAhJN79eL22g6Kywrhw-6uW6xNVs_c68?zNU4HdDEu0Z?Uyf0wwcxxSqWbywZJn Scale = 1:85.3 1 2 3 4 5 6 7 8 9 14 13 12 11 10 21 22 23 24 6x12 MT20HS NOP2X STP NOP2X STP 6x6 6x12 MT20HS 10x10 8x8 10x10 4x4 7x8 6x6 7x8 4x4 4x12 4x12 10-2-8 10-2-8 20-1-8 9-11-0 22-6-0 2-4-8 24-10-8 2-4-8 34-9-8 9-11-0 45-0-0 10-2-8 6-10-13 6-10-13 13-6-3 6-7-5 20-1-8 6-7-5 24-10-8 4-8-15 31-5-13 6-7-5 38-1-3 6-7-5 45-0-0 6-10-13 47-0-0 2-0-0 0-6-610-7-30-6-66-9-146.00 12 3.75 12 Plate Offsets (X,Y)-- [1:0-8-12,0-1-3], [8:0-8-12,0-1-3], [10:0-5-0,0-7-0], [11:0-4-0,0-5-0], [12:0-4-0,0-6-4], [13:0-4-0,0-5-0], [14:0-5-0,0-7-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.30 0.40 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.58 -1.07 0.82 0.74 (loc) 12 12 8 12 l/defl >934 >506 n/a >729 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 332 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP DSS BOT CHORD 2x8 SP DSS WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins, except 2-0-0 oc purlins (3-6-15 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 5-2-9 oc bracing. REACTIONS. (size)1=0-8-0, 8=0-8-0 Max Horz 1=-477(LC 10) Max Uplift 1=-820(LC 12), 8=-976(LC 12) Max Grav 1=1663(LC 1), 8=1769(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7247/3958, 2-3=-6821/3558, 3-4=-5393/2723, 4-5=-5663/2917, 5-6=-5391/2752, 6-7=-6686/3560, 7-8=-7022/3913 BOT CHORD 1-14=-3472/7054, 13-14=-2915/6403, 12-13=-1907/4963, 11-12=-1953/4892, 10-11=-3013/6069, 8-10=-3457/6493 WEBS 2-14=-380/505, 3-14=-74/545, 3-13=-1270/995, 4-13=-392/920, 4-12=-691/1577, 5-12=-644/1769, 5-11=-394/890, 6-11=-1280/978, 6-10=-30/539, 7-10=-407/461 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-6-0, Interior(1) 4-6-0 to 20-1-8, Exterior(2E) 20-1-8 to 24-10-8, Exterior(2R) 24-10-8 to 31-2-13, Interior(1) 31-2-13 to 46-10-9 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 1, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=820, 8=976. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 507794 Truss A3 Truss Type PIGGYBACK BASE Qty 9 Ply 1 MELTON GARAGE Job Reference (optional) T24720306 8.510 s Jun 18 2021 MiTek Industries, Inc. Mon Jul 19 08:07:25 2021 Page 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, ID:JHZvZs_4tAhJN79eL22g6Kywrhw-a44U9jVVlwE?c7yhd?8Sn5ZkmuIxlNAmAbCO21ywZJm Scale = 1:84.9 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 22 23 24 25 6x12 MT20HS NOP2X STP NOP2X STP 6x6 6x12 MT20HS 10x10 8x8 10x10 4x4 7x8 6x6 7x8 4x4 4x12 4x12 10-2-8 10-2-8 20-1-8 9-11-0 22-6-0 2-4-8 24-10-8 2-4-8 34-9-8 9-11-0 45-0-0 10-2-8 -2-0-0 2-0-0 6-10-13 6-10-13 13-6-3 6-7-5 20-1-8 6-7-5 24-10-8 4-8-15 31-5-13 6-7-5 38-1-3 6-7-5 45-0-0 6-10-13 47-0-0 2-0-0 0-6-610-7-30-6-66-9-146.00 12 3.75 12 Plate Offsets (X,Y)-- [11:0-5-0,0-7-0], [12:0-4-0,0-5-0], [13:0-4-0,0-6-4], [14:0-4-0,0-5-0], [15:0-5-0,0-7-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.30 0.39 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.58 -1.06 0.81 0.73 (loc) 13 13 9 13 l/defl >939 >508 n/a >736 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 337 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP DSS BOT CHORD 2x8 SP DSS WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except 2-0-0 oc purlins (3-7-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 5-3-0 oc bracing. REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=-490(LC 10) Max Uplift 2=-972(LC 12), 9=-972(LC 12) Max Grav 2=1766(LC 1), 9=1766(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7192/3808, 3-4=-6773/3450, 4-5=-5379/2674, 5-6=-5649/2866, 6-7=-5379/2709, 7-8=-6675/3522, 8-9=-7012/3876 BOT CHORD 2-15=-3313/6999, 14-15=-2855/6374, 13-14=-1859/4949, 12-13=-1914/4880, 11-12=-2975/6058, 9-11=-3423/6484 WEBS 3-15=-372/458, 4-15=-20/539, 4-14=-1255/982, 5-14=-390/918, 5-13=-679/1573, 6-13=-638/1762, 6-12=-393/890, 7-12=-1280/979, 7-11=-31/539, 8-11=-407/462 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-9 to 2-7-7, Interior(1) 2-7-7 to 20-1-8, Exterior(2E) 20-1-8 to 24-10-8, Exterior(2R) 24-10-8 to 31-2-13, Interior(1) 31-2-13 to 46-10-9 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=972, 9=972. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 507794 Truss A4 Truss Type Piggyback Base Qty 1 Ply 1 MELTON GARAGE Job Reference (optional) T24720307 8.510 s Jun 18 2021 MiTek Industries, Inc. Mon Jul 19 08:07:27 2021 Page 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, ID:JHZvZs_4tAhJN79eL22g6Kywrhw-XSCFaPXlHXUjsR63lQAwsWe0ZhsYDI?3dvhU7wywZJk Scale = 1:84.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 24 25 26 7x8 NOP2X STP NOP2X STP 6x6 8x8 8x8 8x8 5x8 3x6 4x6 5x6 6x6 6x6 4x6 4x4 5x6 6x10 11-1-11 11-1-11 20-1-8 8-11-13 22-6-0 2-4-8 24-10-8 2-4-8 31-2-5 6-3-13 37-6-2 6-3-13 37-9-2 0-3-0 45-0-0 7-2-14 -2-0-0 2-0-0 8-1-12 8-1-12 14-1-10 5-11-14 20-1-8 5-11-14 24-10-8 4-8-15 31-2-5 6-3-13 37-6-2 6-3-13 45-0-0 7-5-14 47-0-0 2-0-0 0-6-610-7-30-6-66-9-142-1-910-7-36.00 12 3.75 12 Plate Offsets (X,Y)-- [2:0-8-12,0-1-7], [3:0-4-0,0-4-8], [8:0-4-0,0-5-4], [15:0-4-0,0-5-0], [16:0-3-0,0-3-12], [17:0-4-0,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.54 0.83 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.72 0.45 0.49 (loc) 16-17 16-17 11 16-17 l/defl >999 >626 n/a >919 L/d 360 240 n/a 240 PLATES MT20 Weight: 331 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x8 SP No.2 *Except* 8-11: 2x6 SP No.2, 9-11: 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except 2-0-0 oc purlins (3-10-7 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 3-11-11 oc bracing. REACTIONS. (size)11=0-6-0, 9=0-8-0, 2=0-8-0 Max Horz 2=-490(LC 10) Max Uplift 11=-839(LC 12), 9=-268(LC 12), 2=-837(LC 12) Max Grav 11=1944(LC 1), 9=234(LC 18), 2=1457(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5791/2998, 3-4=-5292/2636, 4-5=-3660/1765, 5-6=-3564/1727, 6-7=-3116/1552, 7-8=-2546/1378, 8-9=-67/548 BOT CHORD 2-17=-2552/5705, 16-17=-1944/4839, 15-16=-984/3507, 14-15=-836/2919, 13-14=-898/2285, 12-13=-755/455, 11-12=-1884/1059, 8-12=-1521/919, 9-11=-349/199 WEBS 3-17=-476/495, 4-17=-179/649, 4-16=-1191/905, 5-16=-394/845, 5-15=-184/697, 6-15=-472/1567, 7-14=-154/814, 7-13=-633/436, 8-13=-1262/2837 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-9 to 2-7-7, Interior(1) 2-7-7 to 20-1-8, Exterior(2E) 20-1-8 to 24-10-8, Exterior(2R) 24-10-8 to 31-2-5, Interior(1) 31-2-5 to 46-10-9 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=839, 9=268, 2=837. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 507794 Truss A6 Truss Type Piggyback Base Qty 6 Ply 1 MELTON GARAGE Job Reference (optional) T24720308 8.510 s Jun 18 2021 MiTek Industries, Inc. Mon Jul 19 08:07:28 2021 Page 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, ID:JHZvZs_4tAhJN79eL22g6Kywrhw-?fmdnlYN2rcaTbhGJ7h9PkB9a5DUyooCsZQ2fMywZJj Scale = 1:83.4 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 23 24 25 26 27 28 29 30 5x6 NOP2X STP NOP2X STP 3x6 3x6 3x4 2x4 4x8 5x6 6x6 5x8 5x6 5x6 3x4 2x4 3x6 6-7-0 6-7-0 13-0-0 6-5-0 23-6-8 10-6-8 32-0-0 8-5-8 38-5-0 6-5-0 45-0-0 6-7-0 -2-0-0 2-0-0 6-7-0 6-7-0 13-0-0 6-5-0 20-1-8 7-1-8 24-10-8 4-8-15 32-0-0 7-1-8 38-5-0 6-5-0 45-0-0 6-7-0 47-0-0 2-0-0 0-6-610-7-30-6-610-7-36.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-12], [4:0-3-0,0-3-4], [5:0-3-0,0-2-0], [6:0-3-0,0-2-0], [7:0-3-0,0-3-0], [9:0-0-0,0-0-12], [12:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.65 0.79 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.57 0.02 0.06 (loc) 13-15 13-15 13 15-16 l/defl >764 >496 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 266 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 12-14: 2x4 SP SS WEBS 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-1 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 5-13, 6-13, 6-12 REACTIONS. (size)2=0-8-0, 13=0-4-0, 9=0-8-0 Max Horz 2=-493(LC 10) Max Uplift 2=-446(LC 12), 13=-1125(LC 12), 9=-392(LC 12) Max Grav 2=867(LC 17), 13=2713(LC 17), 9=795(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1040/451, 3-4=-489/289, 4-5=-538/559, 5-6=-61/801, 6-7=-395/410, 7-8=-286/259, 8-9=-903/302 BOT CHORD 2-16=-274/1205, 15-16=-274/1205, 13-15=-552/545, 12-13=-670/698, 11-12=-115/714, 9-11=-115/714 WEBS 3-15=-676/373, 4-15=-491/536, 5-15=-733/1425, 5-13=-1356/754, 6-13=-1294/809, 6-12=-759/1325, 7-12=-491/535, 8-12=-722/373, 8-11=0/266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 2-6-0, Interior(1) 2-6-0 to 20-1-8, Exterior(2E) 20-1-8 to 24-10-8, Exterior(2R) 24-10-8 to 31-2-13, Interior(1) 31-2-13 to 47-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=446, 13=1125, 9=392. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 507794 Truss A7 Truss Type PIGGYBACK BASE Qty 5 Ply 1 MELTON GARAGE Job Reference (optional) T24720309 8.510 s Jun 18 2021 MiTek Industries, Inc. Mon Jul 19 08:07:29 2021 Page 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, ID:JHZvZs_4tAhJN79eL22g6Kywrhw-TrK?_5Y?p8kQ5kGSsrCOxxkKIVZjhF5L4DAbBoywZJi Scale = 1:81.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 22 23 24 25 26 27 28 29 5x6 NOP2X STP NOP2X STP 3x6 3x6 3x4 2x4 4x8 5x6 6x6 5x8 5x6 5x6 3x4 2x4 3x6 6-7-0 6-7-0 13-0-0 6-5-0 23-6-8 10-6-8 32-0-0 8-5-8 38-5-0 6-5-0 45-0-0 6-7-0 6-7-0 6-7-0 13-0-0 6-5-0 20-1-8 7-1-8 24-10-8 4-8-15 32-0-0 7-1-8 38-5-0 6-5-0 45-0-0 6-7-0 47-0-0 2-0-0 0-6-610-7-30-6-610-7-36.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-8], [3:0-3-0,0-3-4], [4:0-3-0,0-2-0], [5:0-3-0,0-2-0], [6:0-3-0,0-3-4], [8:0-0-0,0-0-12], [11:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.65 0.79 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.57 0.02 0.06 (loc) 12-14 12-14 12 15-18 l/defl >764 >495 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 263 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 11-13: 2x4 SP SS WEBS 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 4-12, 5-12, 5-11 REACTIONS. (size)1=0-8-0, 12=0-4-0, 8=0-8-0 Max Horz 1=-479(LC 10) Max Uplift 1=-295(LC 12), 12=-1103(LC 12), 8=-408(LC 12) Max Grav 1=763(LC 17), 12=2700(LC 17), 8=798(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1089/536, 2-3=-515/326, 3-4=-564/581, 4-5=-37/781, 5-6=-387/460, 6-7=-279/248, 7-8=-910/349 BOT CHORD 1-15=-297/1252, 14-15=-297/1252, 12-14=-546/530, 11-12=-664/682, 10-11=-154/719, 8-10=-154/719 WEBS 2-14=-703/442, 3-14=-488/533, 4-14=-740/1433, 4-12=-1351/750, 5-12=-1291/785, 5-11=-758/1325, 6-11=-491/535, 7-11=-721/371, 7-10=0/266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-6-0, Interior(1) 4-6-0 to 20-1-8, Exterior(2E) 20-1-8 to 24-10-8, Exterior(2R) 24-10-8 to 31-2-13, Interior(1) 31-2-13 to 47-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=295, 12=1103, 8=408. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 507794 Truss A8 Truss Type GABLE Qty 1 Ply 1 MELTON GARAGE Job Reference (optional) T24720310 8.510 s Jun 18 2021 MiTek Industries, Inc. Mon Jul 19 08:07:31 2021 Page 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, ID:JHZvZs_4tAhJN79eL22g6Kywrhw-PERlPmaFLm_8L2Pq_FFs1MpjFJOP9IreYXfiGhywZJg Scale = 1:81.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 3x6 3x6 3x6 3x6 3x8 3x6 3x6 3x8 45-0-0 45-0-0 -2-0-0 2-0-0 20-1-8 20-1-8 24-10-8 4-8-15 45-0-0 20-1-8 47-0-0 2-0-0 0-6-610-7-30-6-610-7-36.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [13:0-3-0,0-2-0], [17:0-3-0,0-2-0], [28:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.20 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.02 (loc) 29 29 28 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 335 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 WEDGE Left: 2x4 SP No.2 , Right: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 13-17. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-41, 14-42, 12-43, 11-45, 16-40, 18-39, 19-37 REACTIONS.All bearings 45-0-0. (lb) - Max Horz 2=-493(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 41, 43, 46, 50, 52, 39, 36, 32, 30 except 2=-206(LC 12), 45=-114(LC 12), 47=-102(LC 12), 48=-101(LC 12), 49=-104(LC 12), 51=-132(LC 12), 37=-114(LC 12), 35=-102(LC 12), 34=-101(LC 12), 33=-104(LC 12), 31=-132(LC 12), 28=-206(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 41, 42, 43, 45, 46, 47, 48, 49, 50, 51, 52, 40, 39, 37, 36, 35, 34, 33, 32, 31, 30, 28 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-353/369, 3-4=-318/325, 4-5=-294/297, 5-6=-273/270, 6-8=-250/242, 8-9=-228/301, 9-10=-206/395, 10-11=-183/486, 11-12=-195/587, 12-13=-219/653, 13-14=-205/627, 14-15=-205/627, 15-16=-205/627, 16-17=-205/627, 17-18=-219/653, 18-19=-195/587, 19-20=-160/486, 20-21=-128/395, 21-22=-95/301 BOT CHORD 2-52=-151/392, 51-52=-151/392, 50-51=-151/392, 49-50=-151/392, 48-49=-151/392, 47-48=-151/392, 46-47=-151/392, 45-46=-151/392, 43-45=-151/392, 42-43=-151/392, 41-42=-151/392, 40-41=-151/392, 39-40=-151/392, 37-39=-151/392, 36-37=-151/392, 35-36=-151/392, 34-35=-151/392, 33-34=-151/392, 32-33=-151/392, 31-32=-151/392, 30-31=-151/392, 28-30=-151/392 WEBS 15-41=-113/268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=45ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -2-0-0 to 2-6-0, Exterior(2N) 2-6-0 to 20-1-8, Corner(3E) 20-1-8 to 24-10-8, Corner(3R) 24-10-8 to 29-4-8, Exterior(2N) 29-4-8 to 47-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc.Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 507794 Truss A8 Truss Type GABLE Qty 1 Ply 1 MELTON GARAGE Job Reference (optional) T24720310 8.510 s Jun 18 2021 MiTek Industries, Inc. Mon Jul 19 08:07:31 2021 Page 2 Tibbetts Lumber Company, Palm Bay, FL - 32905, ID:JHZvZs_4tAhJN79eL22g6Kywrhw-PERlPmaFLm_8L2Pq_FFs1MpjFJOP9IreYXfiGhywZJg NOTES- 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 41, 43, 46, 50, 52, 39, 36, 32, 30 except (jt=lb) 2=206, 45=114, 47=102, 48=101, 49=104, 51=132, 37=114, 35=102, 34=101, 33=104, 31=132, 28=206. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 507794 Truss B1 Truss Type Common Supported Gable Qty 1 Ply 1 MELTON GARAGE Job Reference (optional) T24720311 8.510 s Jun 18 2021 MiTek Industries, Inc. Mon Jul 19 08:07:32 2021 Page 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, ID:JHZvZs_4tAhJN79eL22g6Kywrhw-tQ?8d6bu636?yC_1Yzm5ZaLu?ikgumyonBPFo7ywZJf Scale = 1:38.7 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 4x4 4x4 3x8 5x6 4x4 3x8 20-2-0 20-2-0 -2-0-0 2-0-0 10-1-0 10-1-0 20-2-0 10-1-0 22-2-0 2-0-0 0-6-65-6-140-6-66.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-8], [2:0-2-8,Edge], [12:0-2-8,Edge], [12:0-0-0,0-1-8], [18:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.20 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 110 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 WEDGE Left: 2x4 SP No.2 , Right: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-2-0. (lb) - Max Horz 2=237(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 20, 22, 16, 14 except 2=-272(LC 12), 19=-104(LC 12), 21=-135(LC 12), 17=-105(LC 12), 15=-135(LC 12), 12=-273(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 18, 19, 20, 21, 22, 17, 16, 15, 14, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-88/251, 6-7=-116/348, 7-8=-116/351, 8-9=-82/253 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -2-0-0 to 1-0-0, Exterior(2N) 1-0-0 to 10-1-0, Corner(3R) 10-1-0 to 13-1-0, Exterior(2N) 13-1-0 to 22-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 22, 16, 14 except (jt=lb) 2=272, 19=104, 21=135, 17=105, 15=135, 12=273. 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. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 507794 Truss B2 Truss Type Common Qty 6 Ply 1 MELTON GARAGE Job Reference (optional) T24720312 8.510 s Jun 18 2021 MiTek Industries, Inc. Mon Jul 19 08:07:34 2021 Page 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, ID:JHZvZs_4tAhJN79eL22g6Kywrhw-qp7u2oc8ehMjCW8PfOoZe?RB9WL2Mfl4EVuMs0ywZJd Scale = 1:38.7 1 2 3 4 5 6 7 9 8 16 17 18 19 3x4 NOP2X STP NOP2X STP 5x6 3x4 4x4 2x4 2x4 3x4 6-9-5 6-9-5 13-4-11 6-7-5 20-2-0 6-9-5 -2-0-0 2-0-0 5-1-8 5-1-8 10-1-0 4-11-8 15-0-8 4-11-8 20-2-0 5-1-8 22-2-0 2-0-0 0-6-65-6-140-6-66.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-12], [6:0-0-0,0-0-12], [9:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.58 0.46 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 0.03 0.10 (loc) 8-9 8-9 6 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-14 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=237(LC 11) Max Uplift 2=-527(LC 12), 6=-527(LC 12) Max Grav 2=854(LC 1), 6=854(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1202/871, 3-4=-1062/853, 4-5=-1062/852, 5-6=-1202/871 BOT CHORD 2-9=-567/1079, 8-9=-269/702, 6-8=-612/1016 WEBS 4-8=-270/428, 5-8=-282/375, 4-9=-270/427, 3-9=-281/375 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 10-1-0, Exterior(2R) 10-1-0 to 13-1-0, Interior(1) 13-1-0 to 22-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=527, 6=527. 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. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 507794 Truss B3 Truss Type Common Qty 1 Ply 1 MELTON GARAGE Job Reference (optional) T24720313 8.510 s Jun 18 2021 MiTek Industries, Inc. Mon Jul 19 08:07:35 2021 Page 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, ID:JHZvZs_4tAhJN79eL22g6Kywrhw-I?hGF8dmO_UapfjcD5JoBCzP0wiZ55lET9dvPSywZJc Scale = 1:36.5 1 2 3 4 5 7 6 14 15 16 17 4x4 NOP2X STP NOP2X STP 4x4 4x4 3x4 2x4 5x6 2x4 6-9-5 6-9-5 13-4-11 6-7-5 20-2-0 6-9-5 5-1-8 5-1-8 10-1-0 4-11-8 15-0-8 4-11-8 20-2-0 5-1-8 0-6-65-6-140-6-66.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-8], [7:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.44 0.44 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.03 0.07 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-9-10 oc bracing. REACTIONS. (size)1=0-8-0, 5=0-8-0 Max Horz 1=-198(LC 10) Max Uplift 1=-369(LC 12), 5=-369(LC 12) Max Grav 1=746(LC 1), 5=746(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1245/946, 2-3=-1103/927, 3-4=-1103/927, 4-5=-1245/946 BOT CHORD 1-7=-749/1092, 6-7=-382/718, 5-6=-738/1060 WEBS 3-6=-294/454, 4-6=-297/394, 3-7=-294/454, 2-7=-297/394 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-1-0, Exterior(2R) 10-1-0 to 13-1-0, Interior(1) 13-1-0 to 20-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=369, 5=369. 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. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 507794 Truss C1 Truss Type GABLE Qty 1 Ply 1 MELTON GARAGE Job Reference (optional) T24720314 8.510 s Jun 18 2021 MiTek Industries, Inc. Mon Jul 19 08:07:36 2021 Page 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, ID:JHZvZs_4tAhJN79eL22g6Kywrhw-mBFeSUeO9IcRRpIonpq1kQWYmK65qb7NhpNTxuywZJb Scale = 1:22.7 1 2 3 4 5 6 7 10 9 8 11 12 4x4 4x4 3x8 4x4 3x8 2x4 2x4 2x4 2x4 2x4 10-2-0 10-2-0 -2-0-0 2-0-0 5-1-0 5-1-0 10-2-0 5-1-0 12-2-0 2-0-0 0-6-63-0-140-6-66.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-12], [2:0-2-8,Edge], [6:Edge,0-1-12], [6:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.16 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 WEDGE Left: 2x4 SP No.2 , Right: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-2-0. (lb) - Max Horz 2=-139(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 8 except 2=-291(LC 12), 6=-291(LC 12) Max Grav All reactions 250 lb or less at joint(s) 9, 10, 8 except 2=251(LC 1), 6=251(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-94/263, 4-5=-88/259 WEBS 3-10=-215/360, 5-8=-216/361 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -2-0-0 to 1-0-0, Exterior(2N) 1-0-0 to 5-1-0, Corner(3R) 5-1-0 to 8-1-0, Exterior(2N) 8-1-0 to 12-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 8 except (jt=lb) 2=291, 6=291. 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. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 507794 Truss C2 Truss Type Common Qty 4 Ply 1 MELTON GARAGE Job Reference (optional) T24720315 8.510 s Jun 18 2021 MiTek Industries, Inc. Mon Jul 19 08:07:37 2021 Page 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, ID:JHZvZs_4tAhJN79eL22g6Kywrhw-EOp1gqf0wclI3zt_KWMGGd3j?jRCZ2dXwT60TLywZJa Scale = 1:22.7 1 2 3 4 56 13 14 15 16 3x4 NOP2X STP NOP2X STP 3x4 2x4 4x6 5-1-0 5-1-0 10-2-0 5-1-0 -2-0-0 2-0-0 5-1-0 5-1-0 10-2-0 5-1-0 12-2-0 2-0-0 0-6-63-0-140-6-66.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-12], [4:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.54 0.24 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.01 0.02 (loc) 6-9 6-9 2 6-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 43 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 4=0-8-0 Max Horz 2=-139(LC 10) Max Uplift 2=-344(LC 12), 4=-344(LC 12) Max Grav 2=484(LC 1), 4=484(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-465/462, 3-4=-465/462 BOT CHORD 2-6=-138/375, 4-6=-138/375 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 5-1-0, Exterior(2R) 5-1-0 to 8-1-0, Interior(1) 8-1-0 to 12-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=344, 4=344. 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. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 507794 Truss PB1 Truss Type Piggyback Qty 35 Ply 1 MELTON GARAGE Job Reference (optional) T24720316 8.510 s Jun 18 2021 MiTek Industries, Inc. Mon Jul 19 08:07:38 2021 Page 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, ID:JHZvZs_4tAhJN79eL22g6Kywrhw-iaNPtAfehvt9g7SBuEtVprb?r7peIUcg97sa?nywZJZ Scale = 1:9.2 1 2 3 4 5 3x4 2x4 2x4 4-8-15 4-8-15 2-4-8 2-4-8 4-8-15 2-4-8 0-4-31-2-40-1-80-4-30-1-86.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=2-10-5, 4=2-10-5 Max Horz 2=40(LC 11) Max Uplift 2=-99(LC 12), 4=-99(LC 12) Max Grav 2=138(LC 1), 4=138(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 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer.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. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 507794 Truss V4 Truss Type Valley Qty 2 Ply 1 MELTON GARAGE Job Reference (optional) T24720317 8.510 s Jun 18 2021 MiTek Industries, Inc. Mon Jul 19 08:07:40 2021 Page 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, ID:JHZvZs_4tAhJN79eL22g6Kywrhw-ezU9IrhvDX7twRcZ0evzuGhL2xUDmO5zcRLg4fywZJX Scale = 1:7.7 1 2 3 2x4 3x4 2x4 4-0-0 4-0-0 2-0-0 2-0-0 4-0-0 2-0-0 0-0-41-0-00-0-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. 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=-27(LC 10) Max Uplift 1=-50(LC 12), 3=-50(LC 12) Max Grav 1=101(LC 1), 3=101(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 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 507794 Truss V8 Truss Type Valley Qty 2 Ply 1 MELTON GARAGE Job Reference (optional) T24720318 8.510 s Jun 18 2021 MiTek Industries, Inc. Mon Jul 19 08:07:41 2021 Page 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, ID:JHZvZs_4tAhJN79eL22g6Kywrhw-692XWBiX_qFjXaAlZMQCQTDTvLq1VrN6r54Ec6ywZJW Scale = 1:14.8 1 2 3 4 5 6 7 8 2x4 4x4 2x4 2x4 8-0-0 8-0-0 4-0-0 4-0-0 8-0-0 4-0-0 0-0-42-0-00-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.12 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-0-0, 3=8-0-0, 4=8-0-0 Max Horz 1=-66(LC 10) Max Uplift 1=-66(LC 12), 3=-71(LC 12), 4=-110(LC 12) Max Grav 1=110(LC 21), 3=124(LC 18), 4=273(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-182/352 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 4-0-0, Exterior(2R) 4-0-0 to 7-0-0, Interior(1) 7-0-0 to 7-4-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 4=110.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. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 507794 Truss V12 Truss Type Valley Qty 1 Ply 1 MELTON GARAGE Job Reference (optional) T24720319 8.510 s Jun 18 2021 MiTek Industries, Inc. Mon Jul 19 08:07:39 2021 Page 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, ID:JHZvZs_4tAhJN79eL22g6Kywrhw-Amwn5WgHSD?0IH1NSxOkL2839X501wgqOnb7YDywZJY Scale = 1:20.5 1 2 3 4 5 6 7 8 3x4 4x6 3x4 2x4 12-0-0 12-0-0 6-0-0 6-0-0 12-0-0 6-0-0 0-0-43-0-00-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.28 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=12-0-0, 3=12-0-0, 4=12-0-0 Max Horz 1=-106(LC 10) Max Uplift 1=-106(LC 12), 3=-111(LC 12), 4=-175(LC 12) Max Grav 1=177(LC 21), 3=194(LC 18), 4=434(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-280/436 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-13 to 3-7-13, Interior(1) 3-7-13 to 6-0-0, Exterior(2R) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-4-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=106, 3=111, 4=175.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. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 507794 Truss V16 Truss Type Valley Qty 1 Ply 1 MELTON GARAGE Job Reference (optional) T24720320 8.510 s Jun 18 2021 MiTek Industries, Inc. Mon Jul 19 08:07:39 2021 Page 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, ID:JHZvZs_4tAhJN79eL22g6Kywrhw-Amwn5WgHSD?0IH1NSxOkL288vX8a1wiqOnb7YDywZJY Scale = 1:27.2 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x4 3x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 8-0-0 8-0-0 16-0-0 8-0-0 0-0-44-0-00-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.11 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-0-0. (lb) - Max Horz 1=-145(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 8=-226(LC 12), 6=-223(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=253(LC 1), 8=356(LC 17), 6=360(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-272/422, 4-6=-272/422 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 8-0-0, Exterior(2R) 8-0-0 to 11-0-0, Interior(1) 11-0-0 to 15-4-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except (jt=lb) 8=226, 6=223.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. July 19,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths