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Home My WebLink AboutTrussPackaged by MiTek.Engineering2020.TransferCenterPlugin 8.4.3.238.Updatel.10 Sent by JOSH DELPH Qosh delph) Sent on: 6/22/2021 8:08:45 AM Copyright ? 1992-2020: MiTek Holdings, Inc. All Rights Reserved For Account Number mi86 Name JOSH DELPH Company Mid -Florida Lumber Acquisitions, Inc. Address 42B1 Echo Avenue City Bartow, FL - 33830, Telephone # 863-533-0155 Fax # 863-533-4672 Number of copies=2 Email josh@MIDFLTRUSS.COM Delivery methods=Internet, Mail Total number of copies=2 States=FL [Addressl] Number of copies=2 CoverLetterCopies=2 <TRE Return Path/> Jobs Section 1, "\B222-21 " ------------ Job type=Seals Reference (P number)=T24433079 Gop� F 1L� .. ... : Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs -,rely on lumber values established by others. MiTek RE-. B222-21 - 30X50 MiTek USA, Inc.: Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 .:Customer Info:: MARIA ATORRESAGASTI Project Name: Model: 3GX50 Lot/Block: Subdivision: Address::., 8402 BAYARD RD City: FORT PIERCE State: FL: Name Address and License.# of Structural Engineer of Record, If there is one,. for the building. Name:. License .#::. Address: City: State, General Truss Engineering Criteria & Design -Loads (Individual Truss Design.:Drawings ShoW.Special- Loading:Conditions):. Design Code: FBC2020/TP1201:4.: Design Program: MiTek 20%20 8.4 Wind Code: ASCE.1-16 Wind :Speed: 150 mph Roof Load: 40.0 psf Floor Load:: N/A psf This package includes 2 individual, Truss Design DrdiMngs and 0 Additional .Drawings. With my seal affixed to this sheet, [hereby certify.that 1 am the Truss .Design Engineer and this index sheet ... conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers: Rules. No. Seal# Truss Name „Date 1 T24438079 Al: 6/23/21 T24433o8o A2 _ : 6/23/21 The truss drawings) referenced above have bed n prepared by %�.��VF��i�i MiTek USA,. Inc. under my direct. supervision based on the. parameters ��`. J� -�' • �E •SF �� '•�� provided by Mid -Florida Lumber Acquisitions, Inc.. .` . •, Truss Design Engineer's Name: Velez; Joaquin: _ • N 18P. ' •.: .. . My license renewal date f ir1he _state of Florida is February 28, 2023: = IMPORTANT: NOTE: The seal on these truss. component designs is: a certification TE OF .. �' A 41 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 �� ' Q R 1 G shown (e.g.., loads, supports, dimensions, shapes and design codes), which were. i� S "•• �% given to MiTek or.TRENCO. Any project specific information included is for MiTek's or N Al-�� TRENCO's customers file reference purpose only, and was not taken into account in the �► 11 111�� preparation of these designs. MiTek or TRENCO has not independently. verified the doaqui Velez p N0.68182 applicability of the design parameters or the designs for any particular building. Before use; MiTek SA, Inc: L Cert 6634 thebuilding: designer should verify applicability of design parameters and properly 6904 P East lvd. Tampa FL 33610� incorporate these designs into the overall building -design per ANSI/TPL 1., Chapter 2: Date: ,n e 23,2021 a.Velez, Joaquin :.: 1 of Job Truss Truss Type Qty-; Ply 30X50 rV T24433079 B222-21 Al. Common Supported Gable u 2 .1 Job Reference (optional) Mid-t-londa Lumber Acquisitions, Inc., . Barlow, rL - 3JUJU, " 8.430 s'Jun 2 2021.Mi I.eK IntlUStneS', Inc.I ue Jun 22 U8:U6:57 2U21' Pagel ID:YWvhK963)4ugRJggltjtfRzRUak-x3JMTau_5XUfUPTYPcnXL7Qi]xlldfm' E870USCz3nwK 15-0-0 30-0-0: 31-4.0 , 15.0-0 15-0-0. .. 1-4-0 . Scale=:1:52.4 4x4 = " 3x4 = " 3130 29 28 27 26 25 24 23 22 21 20 19 18 3x4 = 3x4 = .. 3000 30-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL. ... 1.25' TC 0.11. Vert(LL) -0.00 17 n/r 120 MT20 244/1.90 TCDL ' . 10.0 Lumber DOL . . 1.25 BC 0.08. Vert(CT) ::-0.00 17 n/r 120. . BCLL 0.0 Rep Stresslncr YES - WB 0.07 Horz(CT) 0.00 16 n/a rt/a ' BCDL 10.0 Code FBC2020/TP12014 .. Matrix-S Weight: 147 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 6-0-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD. Structural wood sheathing directly applied or 16-0-0 oc bracing. OTHERS .. 2x4 SP No.3 " REACTIONS. All bearings 30-0-0. (lb) - Max Horz 2=116(LC 11) . Max Uplift All uplift .100:Ib or less at joint(s) 26, 27, 28,:29,.30, 31, 23, 22, 21, 20,19, 18 except 2=-167(LC.12),16=-167(LC 12) Max Gray. All reactions 250 lb or less atjoint(s) 2, 25, 26, 27, 28, 29, 30, 31, 23, 22,-21, 20, 19, 18, 16 ... " FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. . TOP'CHORD 879=-106/276; 9=10— 106/263 NOTES- 9,) Unbalanced ioof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=1:50mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft, eave=2ft; Cat. II;,Exp C; Encl., GCpi=0.18 MWFRS (directional)'and.C-C'.Corner(3E) -1-4-0 to 1-8-0, Exterior(2N) 1-8-0 to 15-0-0, Comer(3R) 15-0=0 to 18-0-WExterior(2N) 18-0=0 to 31=4-0 zone;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/TP1.1. 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'1.5x4 MT20 unless otherwise'indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs"paced 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 alive 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 (byothers) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 27, 28; 29, 30, 31;.23,:22,.21, 20, 19, 18 except ljt=lb) 2=167, 16=167. " Joaquin Velei PEN6.68182 MiTek USA, Inc: FL:Cerc 6834 ss ;. 6994:Paike East Blvd. Tampa FL 33610. Date: June 23,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE:.: • -Design valid for use only with MiTek® connectors. This design Is based. only upon parameters shdwn,-end'iiifor an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall. building design. Bracing indicated is to prevent buckling of individual trussweb and/or. chord members only. Additional temporary, and permanent bracing_ . MITQ.k• is always: required for stability and to prevent collapse with possible personal Injuryand property damage. For general guidance regarding the fabrication,.storage; delivery, erection and bracing of trusses and truss systems, see ANS11Tp11 Quality Criteria, DSB-89 and BCS/ Building Component . 6904 Parke East Blvd, Safety. Informationavailable from Truss Plate. Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ Tampa, FL 36810 Job Truss Truss Type aty Ply 3OX50 �i T24433080 B222-21 A2 Common 24 1. Job Reference (optional) Ivnu-rnonua LurtlOer AGqu,S,itonS, ,no., oanow, rL - d30oU, tl.4JU s dun ie ZUZI.MI I eK InCIUSIneS, InG. 1 ue Jun zz Utj:Utl:ovZUzi rage 1 ID:YWvhK963i4ugRJggltjtfRzRUak-tSR6uzwEd9kNjjdwXi p?QYWaHZIX7cRXbRtbX5z3nwl 1-4.0 8-2-6 15-0.0 21.9-10 30-0.0 31-4-0 1-4-0 8-2-6 6-9-10 6-9.10 8-2-6. 1-4-0 Scale = 1:52.4 . 4x6 = 4 . m �1 6 _ 1.5A 11 4x4. _ 1.5A l l 3x6 3x6 = 3x8 = . . jm. d B-2-6 . 15.0-0 21-9-10 30.0-0 8-2-6 6-9-10 6.9-10 8-2-6 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) . I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL. . 1.25 TC . 0.89 Vert(LL) 0.26 8-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99. Vert(CT) -0.43 8-17 >833 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.12 6 n/a 1-6 BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 131 lb FT = 20%... LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5710, 3-10 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-116(LC 10) Max Uplift 2=-701(LC 12),'6- 701(LC 12) Max Grav 2=1280(LC 1), 6=1280(LC 1) FORCES. (lb) -Max. CompdMax. Ten. -All forces-250 (lb) or less except when shown. TOP CHORD 2-3=-2919/1942,, 3-4=-1983/1403, 4-5=-1983/1403, 5-6=-2919/1942 BOT CHORD 2-11=-1702/2727; 10-11=-1702/2727, 8-10=-1718/2727, 6-8=-1718/2727 _ WEBS 4-10= 503/860, 5-10==1IJO W55,5-8=0/321, 3-10=-1006/755, 3-11=0/321 NOTES- 1,) Unbalanced roof live loads have been considered'for this design. 2) Wind: ASCE 7-16; Vult=150inph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Intedor(f) 1-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 18-0-0, Interior(1) 18-0-0 to 31-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60. plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. " 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle; 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and.any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.100 lb uplift at joint(s) except at=lb) .. . 2=701, 6=701. Joaquin Velei PE No.68182 MiTek USA, Inc. FL Cart 6634 6984: Parke East Blvd. Tampa FL 33610 Date: " June 23,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE::: Design valid for use only with MiTek® connectors. This design is based, only upon parameters shown, and is for an individual building component, not _ �• - a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall_ building design. Bracing indicated is to prevent buckling of Individual truss web and/or.chonr membemonly. Additional temporary, and pennanent•bracing_ _ MITBk• Is always. required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the - fabrication, storage; delivery, erection and bracing of trusses and truss systems, see , ANSLITP11 Ouality Criteria; DSB-89 and BCSI Building Component Salety./nlormation. available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. . ... ... Tampa, FL 36610 Symbols . PLATE LOCATION AND ORIENTATION 1 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. .. 1 rr . .. 0� /16 .. . I� I_ I For 4 x 2 .orientation, locate V"V 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 20/20 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 sectionindicates joint, number where bearings occur. Min size shown is. for crushing only. 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. Numbering System- ® General Safety: Notes 6-478. dimensions shown.in.ft-in-sixteenths FailUre to Follow COUId Cause Properly/ (Drawings not to. scale) Damage or Personal.lnjury . I. -:Additiorial_stability bracing for:truss system; e.g. 1. 2 3 diagonal or X-bracing, is always required: See SCSI. ::TOP CHORDS 2. Truss bracing must be. designed by an engineer. For ct-z c2a wide truss spacing, individual lateral themselves may req ui'r a n ve'Tb a racing- or Iter ati r I WEBS : .:. c3 4 bracing should be considered.,. w pm �,, N 3. Never exceed the design loading shown and never U" ' O stack materials on inadequately braced. trusses. CL. tea. V 4: Provide copies of this truss design to the building O 0.. designer, erection supervisor, property owner and c6a cs=s : all other interested parties:. BOTTOM CHORDS 5. Cut members to bear tightly against each other. 8 �: 6. .. 5: 6. Place plates on each face of truss at each joint and embed fully. Knots and wane'at joint. JOINTS ARE GENERALLY NUMBERED/LETTERED: CLOCKWISE locations are regulated by ANSI/TPI 1. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from THE LEFT -the environment in accord with ANSI/TPI 1. CHORDS AND WEBS ARE -IDENTIFIED BY END JOINT: 8. Unless otherwise noted, moisture content of lumber NUMBERS/LETTERS. shall not exceed 19% at'time of fabrication. 9. Unless expressly noted, this design is not applicable for PRODUCT CODE'APPROVALS use with fire retardant,: preservative treated, or green lumber.: ICC-ES Reports: : ' :.: 10. Camber is a non-structural consideration and is.the' responsibility of truss.fabricator. General practice is.fo ESR-1311, ESR-1352, :ESR1988 camber for dead load deflection. ER-3907, ESR-2362, ESR-1397, ESR-3282 11. Plate t ype, 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 orbetter than that specified:: Trusses are designed for wind loads in the plane of the 13. Tor chords must be sheathed or purlins provided a truss unless Otherwise shown. ": spacing indicatedon design. .'.. .:' Lumber design values are in accordance. with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss, designs rely on .lumber values established by others. -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:.: 2012 MiTek@ All Rights Reserved : 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. Mffek":. 20. Design assumes manufacture in accordance.with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 - or other loads other than those expressly stated.