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HomeMy WebLinkAboutT26229551.2649806-PACE-BOBBO6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2649806-PACE-BOBBO - Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 2 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: PACE 2000 Project Name: BOBO Model: . Subdivision: . Address: 4955 S INDIAN DR, . State: FLCity: FORT PIECE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: December 10,2021 ORegan, Philip The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Fort Pierce). Truss Design Engineer's Name: ORegan, Philip 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 T26229551 A4 Date 12/10/212T26229552A512/10/21 This item has been electronically signed and sealed by ORegan, Philip, 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 2649806-PACE-BOBBO Truss A4 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T26229551 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Dec 10 09:03:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-mfrqg40tcXRbInnIGMlFeVZzVih0K8ArhlE8lpyAPxP COPIED FROM T25940060, NO CHANGE Scale = 1:77.0 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 2627 28 29 30 31 32 33 34 357x10 4x6 4x6 ST1.5x8 STP 5x8 3x6 5x6 7x10 4x6 3x4 2x4 3x4 3x4 3x4 4x6 2x4 2x4 6x8 3x4 4x6 8x10 5x8 WB 2x4 5x8 10x14 5x6 6-5-8 6-5-8 12-7-8 6-2-0 19-2-7 6-6-15 25-9-5 6-6-15 32-4-4 6-6-15 34-1-8 1-9-4 39-7-12 5-6-4 40-9-8 1-1-12 41-5-14 0-8-6 42-11-8 1-5-10 6-5-8 6-5-8 12-7-8 6-2-0 19-2-7 6-6-15 25-9-5 6-6-15 32-4-4 6-6-15 34-1-8 1-9-4 36-7-11 2-6-3 37-8-0 1-0-5 39-7-12 1-11-12 40-9-8 1-1-12 41-5-14 0-8-6 42-11-8 1-5-10 0-10-127-2-83-10-83-0-07-2-86.00 12 Plate Offsets (X,Y)-- [4:0-5-8,0-2-4], [9:0-3-0,0-2-0], [11:0-5-10,Edge], [13:Edge,0-5-0], [15:0-2-4,0-2-0], [16:0-3-8,0-4-12], [24:0-4-0,0-2-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.93 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.64 0.24 0.41 (loc) 19-20 19-20 26 17-19 l/defl >999 >804 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 299 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP M 31, 9-12: 2x6 SP No.2, 12-13: 2x6 SP M 26 BOT CHORD 2x4 SP No.1 *Except* 14-18: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 13-25: 2x8 SP 2400F 2.0E, 13-14,12-15,13-15,12-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 3-7-13 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-19, 19-24 REPAIR: WEB 7-19 HAS A 2-0-0 DAMAGED SECTION CENTERED AT THE MIDPOINT. WEB 8-17 HAS A 2-0-0 DAMAGED SECTION CENTERED MIDWAY BETWEEN 24 AND 17. APPLY 2 X 4 SP NO.2 SCAB TO EACH FACE OF TRUSS. ATTACH WITH (0.131" X 3") NAILS PER THE FOLLOWING NAIL SCHEDULE: 2 x 4'S - 2 ROWS: SPACED @ 4" O.C. PLUS 3 NAILS INTO THE OVERLAPPED CHORDS. USE 2" MEMBER END DISTANCE. REACTIONS. (size)1=Mechanical, 26=0-5-10 Max Horz 1=-320(LC 10) Max Uplift 1=-1054(LC 12), 26=-707(LC 12) Max Grav 1=2471(LC 18), 26=2884(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-4200/2158, 3-4=-3654/1992, 4-5=-3834/2144, 5-7=-3759/1981, 7-8=-4707/2186, 8-9=-4759/2201, 9-10=-3598/1640, 10-11=-3257/1239, 11-12=-2569/635, 12-13=-1292/416 BOT CHORD 1-23=-2025/3740, 22-23=-2025/3740, 20-22=-1625/3330, 19-20=-1841/3898, 17-19=-859/2699, 16-17=-854/2683, 15-16=-507/1674 WEBS 3-22=-492/472, 4-22=-194/532, 4-20=-372/1061, 5-20=-539/350, 5-19=-111/258, 7-19=-673/554, 17-24=0/624, 8-24=-218/373, 10-24=-432/625, 11-16=-1537/1243, 7-24=-232/975, 19-24=-1109/1535, 9-24=-867/2080, 12-15=-4441/1073, 13-15=-1205/3718, 12-16=-1082/3419, 13-26=-2691/845 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 12-7-8, Exterior(2R) 12-7-8 to 21-1-5, Interior(1) 21-1-5 to 34-1-8, Exterior(2E) 34-1-8 to 40-9-8, Interior(1) 40-9-8 to 42-2-8 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) 400.0lb AC unit load placed on the bottom chord, 36-0-0 from left end, supported at two points, 2-0-0 apart. Continued on page 2 Eng: HMC This item has been electronically signed and sealed by ORegan, Philip, 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. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss A4 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T26229551 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Dec 10 09:03:00 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-mfrqg40tcXRbInnIGMlFeVZzVih0K8ArhlE8lpyAPxP NOTES- 11) Bearing at joint(s) 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1054, 26=707. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 5) Provide adequate drainage to prevent water ponding. 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) Ceiling dead load (5.0 psf) on member(s). 10-11, 11-12, 10-24 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 10) Refer to girder(s) for truss to truss connections. 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 2649806-PACE-BOBBO Truss A5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T26229552 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Dec 10 09:03:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-fQ4LWS3Ngmy1mO44VCqBoLjeKJ4GG1FQcNCLuayAPxL COPIED FROM T25940061, NO CHANGE Scale = 1:81.5 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 25 26 27 28 5x8 ST1.5x8 STP 5x6 3x6 5x6 6x8 5x12 7x10 4x6 4x6 5x8 2x4 5x8 3x4 3x4 3x4 3x8 4x6 6x8 7-5-8 7-5-8 14-7-8 7-2-0 23-4-8 8-9-0 32-1-8 8-9-0 38-9-8 6-8-0 41-5-14 2-8-6 42-11-8 1-5-10 7-5-8 7-5-8 14-7-8 7-2-0 20-5-8 5-10-0 26-3-8 5-10-0 32-1-8 5-10-0 38-9-8 6-8-0 41-5-14 2-8-6 42-11-8 1-5-10 0-10-124-10-88-2-84-10-82-0-08-2-86.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [4:0-3-8,0-2-4], [8:0-3-8,0-2-4], [10:0-5-4,0-3-0], [15:0-3-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.84 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.55 0.20 0.28 (loc) 14-15 11-12 18 14 l/defl >999 >939 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 268 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4,1-3: 2x4 SP M 31, 8-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 10-11: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-13 oc bracing. WEBS 1 Row at midpt 3-15, 5-15, 5-14, 7-12, 9-11 REPAIR: PLATES ARE DAMAGED AT JOINT(S) 5, 7, AND 12. WEB 4-15 IS DAMAGED FROM JOINT 4 TO THE MIDPOINT. WEB 8-12 IS MISSING. REMOVE ANY REMAINING SECTION OF WEB AND REPLACE WITH 2 X 4 SP NO.2. ATTACH 3/4" PLYWOOD OR OSB GUSSET (23/32" RATED SHEATHING 48/24 EXP 1) TO EACH FACE OF TRUSS WITH (0.131" X 2.5" MIN.) NAILS PER THE FOLLOWING NAIL SCHEDULE: 2 X 4'S - 3 ROWS: SPACED @ 4" O.C. NAILS TO BE DRIVEN FROM BOTH FACES. STAGGER SPACING FROM FRONT TO BACK FACE FOR A NET 2" O.C. SPACING IN EACH COVERED TRUSS MEMBER. USE 2" MEMBER END DISTANCE. APPLY 2 X 4 X 8' SP NO.1 SCAB(S) TO EACH FACE OF TRUSS CENTERED ON SPLICE. ATTACH WITH (0.131" X 3.5") NAILS PER THE FOLLOWING NAIL SCHEDULE: 2 x 4'S - 2 ROWS: SPACED @ 4" O.C. STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2" O.C SPACING IN THE TRUSS. USE 2" MEMBER END DISTANCE. 3/4" PLYWOOD/OSB SHIM MUST BE USED BEHIND SCAB(S). <USE SCAB NAILS TO ATTACH PLYWOOD. DO NOT DOUBLE NAIL> NOTE: DO NOT APPLY NAILS IN THE SECTION OF PLYWOOD THAT WILL BE COVERED BY SCAB(S). 30"(H) X 60"(W) CENTERED ON JOINT 30"(H) X 60"(W) CENTERED ON JOINT 30"(H) X 60"(W) CENTERED ON JOINT 30"(H) X 60"(W) CENTERED ON JOINT 24"(H) X 24"(W) OTHERS 2x8 SP 2400F 2.0E SLIDER Left 2x6 SP No.2 4-2-9 REACTIONS. (size)1=Mechanical, 18=0-5-10 Max Horz 1=-353(LC 10) Max Uplift 1=-1124(LC 12), 18=-1133(LC 12) Max Grav 1=2357(LC 17), 18=2136(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3974/2392, 3-4=-3258/2170, 4-5=-2895/2089, 5-7=-3015/2177, 7-8=-2320/1761, 8-9=-2621/1779, 9-10=-274/148, 11-17=-1384/2092, 10-17=-1384/2092 BOT CHORD 1-16=-2333/3575, 15-16=-2335/3571, 14-15=-1968/3122, 12-14=-1876/2899, 11-12=-1211/1711 WEBS 3-16=0/263, 3-15=-741/595, 4-15=-470/929, 5-15=-565/336, 7-14=-158/520, 7-12=-1065/721, 8-12=-284/807, 9-12=-342/775, 9-11=-2402/1777, 10-18=-2177/1439 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 14-7-8, Exterior(2R) 14-7-8 to 20-5-8, Interior(1) 20-5-8 to 32-1-8, Exterior(2R) 32-1-8 to 38-1-8, Interior(1) 38-1-8 to 42-2-8 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 Eng: HMC This item has been electronically signed and sealed by ORegan, Philip, 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. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss A5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T26229552 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Dec 10 09:03:04 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-fQ4LWS3Ngmy1mO44VCqBoLjeKJ4GG1FQcNCLuayAPxL 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 18 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=1124, 18=1133. 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