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HomeMy WebLinkAboutTRUSS 2-9-18® Lumber design values are in accords I with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. t MiTek® ,- l03G,(v RE: J34998 - J34998-Matthew Baker -Baker Res. MiTek USA Inc Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Matthew A Baker Project Name: Baker Res. Model: Garage Lot/Block: Subdivision: Address: 6603 Lakeland Blvd. City: Ft. Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 160 mph Roof Load: 55.0 psf Floor Load: N/A psf This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name I Date 1 T13091169 1 A02GE 1 1/30/18 12 1 T13091170 1 AT01 1 1 /30/18 TWFSE FLANS AND ALL PR0POSFD V1 ARE S1Ji7JF0T `i c) ANY COFRREC'1'10i�►S RF01,111Ei) � Y FIELD lNo"PEC`fOb TI I, NIAY BE NECESSA.I tY IN 011DER i't) CWIPLY WITH AU ANKICA144 CQQF, 40P DRAWING / SUBMITTAL REVI , PPROVED ❑ APPROVED AS NOTED REVISE AND RESUBMIT []REJECTED ,.SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND (GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE " FOR CONFIRMING AND CORRELATING DIMENSIGNS AT JOBSITE FOR TOLERANCE, CLEARANCE QUANTITIES. FABRICATION !PROCESSES AND TECHNIQUES OF CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES AND Bv:Lnr7= ONTRACT DOCUMENTS Date: I.a. &-it Architectonic Inc. Fort Pierce, FL 34950 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. 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. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek 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. ST. LUCIE COUNTY BUILDING DIVISIO 1111Elll�Gdla® -OR COMPL REVIEWED BY DATE —(o PLANS AND RIM0IT IVUSY ICE KEPT N JOB OR NO INSPECTION WILL BE M40E 1 II/Ir ♦♦♦♦♦ A. 0 39380 :-o. STATE OF .' 441 44/ON AX� r�1U1111111��` Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 30,2018 Albani, Thomas 1 of 1 Job Truss Tr, 'le Qty, Ply J3�. 'stthew Baker -Baker Res. T13091169 J34994 A02GE GABLE 2 1 Job Reference o floral East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 152017 MTek Industries, Inc. Tue Jan 3010:11:10 2018 Pagel ID:ackFlm54VXS1kdkgRvE2bKyE4Ts-pmAvbgV?av1EoJJ D30lbS2J8Gtkw7TrigyvzfzgClV -2-0-6 16-M 32-0-0 34-0 6 2-0 6 16-M 16-M 220 6 Scale=1:62.9 4x4 = 6.00 12 -A 11 11 n 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 1x4 11 lx4 11 1x4 II 1x4 II 1x4 II 1x4 II 1x4 II 1x4 II 1x4 II 5x5 = 1x4 II 1x4 11 lx4 II 1x4 II 1x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.04 21 n/r 120 TCDL 15.0 Lumber DOL 1.33 BC 0.13 Vert(CT) -0.07 21 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.01 20 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 199 lb FT = 0% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 32-0-0. (Ib) - Max Horz 2=244(1_C 6) Max Uplift All uplift 100 lb or less at joint(s) 30, 31, 32, 33, 34, 35, 28, 27, 26, 25, 24, 23 except 2=131(LC 8), 20=131(LC 8) Max Grav All reactions 250lb or less at joint(s) 29, 30, 31, 32, 33, 34. 36. 28, 27, 26, 25, 24, 22 except 2=408(LC 1), 35=253(LC 17), 23=253(LC 18), 20=408(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3•second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=36ft; L=32ft; eave=2ft; Cat. I; Exp B; End., GCpi=0.18; MWFRS (directional); 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 consuk qualified building designer as per ANSI/TPI 1. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 nonconcurent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 31. 32, 33, 34, 35, 28, 27, 26. 25, 24, 23 except Qt=lb) 2=131, 20=131. `Thorriae`A:'Altiarii:P,E�No}39380 tdIT4��USA, InC . FL Cart 6834! .68g4:Paik6 East Bryd. Tarnpa fL 3;i61Q tlDat. January 30,2018 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE ✓ N-7473 fev. 10/032015 BEFORE USE ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stabifdy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftnrsses and truss systems, see ANSVrP11 Quality Criteria, DS6689 and SCSI Building Component 6904 Parke Fast Blvd. Safetylatormatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 36610 Job Truss U le Qty Ply J34.. 9tthew Baker -Baker Res. - T13091170 J34998 AT01 ATTIC 17 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 30 10:11:112018 Page 1 ID:ackFlm54VXS1kdkgRvE2bKyE4Ts-HykHpAWdLC95QSuBnmw 8gaN2g3efRK_xUhSV5zgC1U 12-11-0 19 10.12 6314 12-1-4 12 16-0-0 19.1-0 1 25.6-2 32-0.0 34-0-8 2-Q6 all! 59.6 0- • 5 3.1-0 3-1-0 0.7-1 59.6 6314 2-66 0-7-13 0-1-15 Scale = 1:61.3 4X4 = 6.00 12 3x6 = 1x4 II 5x5 WB = 3x4 = 3x4 = 5X5 WB = tx4 II 3x6 12-1-4 19-1G-12 25-8-2 3240.0 t�14 14 5-9-6 7-9.8 5 9-0 6-3-14 Plate Offsets (X.Y)— r4:0-3.0.Edgel, 1`10:0.3-0.Edgg] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.81 14-16 >475 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.73 Vert(CT) -0.95 14-16 >405 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.12 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Attic -0.69 16-17 136 360 Weight: 167 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.1 *Except- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-18: 2x4 SP 285OF 1.8E JOINTS 1 Brace at Jt(s): 20 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. Qb/sae) 2=202710.8-0, 12=2027/0-&0 Max Horz 2=244(LC 6) Max Uplift 2=170(LC 8), 12=170(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3471/139, 3-5=2824/147, 5-6=2313/176, 6-7=265/34, 7-8=265/34, 8-9=2313/176, 9-11=2824/147, 11-12=3472/139 BOT CHORD 2-19=0/3193, 17-19=0/3193, 16-17=0/2492, 14-16=0/3011, 12-14=0/3011 WEBS 9-16=0/708, 11-16=965/120, 5-17=01708, 3-17=965/120, 6-20=2337/194, 8-20=2337/194 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=36ft; L=32ft; eave=4ft; Cat 1; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-20, 8-20 7) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it --lb) 2=170, 12=170. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. �Thbmee .IAlbWP,EN6.39H0 MiTokUSkInc ELC9rt8634,_ 69D4ParkeEast'6tytl Tampa FL3361Q 'Date:; January 30,2018 A WARNING - Verily, design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGEIWI-7473 rev. 101032015 BEFORE USE ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckRng of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -116 7 For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIITP11: 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. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TnP rHnRnS p c1-z c2a 4 WEBS O U ��� 5� S o_ O ~ c -8 cagy cs-s BOTTOM CHORDS 8 7 6 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, Is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I p bracing should be considered. O 3. Never exceed the design loading shown and never Ustack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building F- designer, erection supervisor, property owner and all other interested parties. 5 I 5. Cut members to bear tightly against each other. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIIrPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSIfrPI 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 ANSIfrPI 1 Quality Criteria.