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Home My WebLink AboutTRUSS PAPERWORKmm W1 0 MiTek 6 RE: 70851 - Hall Hangar Sit I e Information: Lumber design values are in accordance with ANSI/TP1 1-2007 section 6.3 These truss designs rely on lumber values established by others. Cu I stomer Info: R.K. Davis Construction Lo�Block: Address: N/A Ci�: St. Lucie County Project Name: Hall Floor Model: Subdivision: State: Florida Name Address and License # of Structural Engineer of Record, If there is one, Name: License Address: City: State: Mirek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 SCA �JVR* St. / 8� '-'06 for the building. General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: N/A Wind Speed: N/A mph Floor Load: 55.0 psf Roof Load: N/A psf This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings. With my sea] affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. iSeal# Truss Name I Date 11 IT4667377 IFLA 11/2/013 12 IT4667378 IFLB 11/2/013 1 The truss drawing(s) referenced above have been prepared by MiTek Industries, hic. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineers Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2013. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. PAUL WELCH INC. �.AECH-ELECT-CIVIL ENS 'i984 BILTMORE ST. #114 I)ORT ST. LUCIE, FL 34984 �TLCH, P.E. FLA REG NO 29945 �Ztv I evi WD %% I,,III I I I III,,? %. �.s A. 'q E N 0 13 STATE OF 0 00. A, 4 0 R .......... IFIL Cert. 6634 January 2,2013 Albani, Thomas I of I Job Truss Truss Type Oty ply Hall Hangar T4667377 1� 70851 FLA FLOOR 8 11 Job Reference (optional) Chambers Truss Inc.. Fort Pierce Fl. 34982 7.350 a Sep 26 2012 Mi rek Industries, Inc. Mon On 31 11:01:07 2012 Pigs IDA 6DZC6RRcAjOFYFAYohag4y3VVYA-d7kBBDTOdiM9FDHxgAgUP7R3R??3pbsv9sva4py3UI 3�7-6 12-104 16-5�11 to '? 2! 1 �2;173 3 .6 3�T7 24).0 3.7.7 it 3 .1, Scale 1:41.7 3x6 5x6 2X3 11 3s4 2x3 11 Z,3 11 3.6 3.4 2.3 11 7.14 2 3 4 5 6 7 a 9 17 16 is 14 13 12 11 10 2.3 11 4XIO 4x6 3X4 4xlO 2x3 11 3X4 7�1 10-104 1 04 20-1.2 210-0 3.7 7-2-14 2� 7.2-14 LOADING(psilli SPACING 2-M CS] DEFIL in fioc) Ildefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Verti -0.23 12 >999 480 MT20 2441190 TCDL 10.0 Lumber Increase 1.00 BC 0.59 Vert(TI.) -0.36 11-12 >790 480 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.07 18 n/a rda BCDL 5.0 Code FBC2010/TP12007 (Matrix-M) Weight: 125 lb FT = 0% LUMBER BRACING TOPCHORD 2x4 SP M W TOPCHORD Structural mod sheathing directly applied or M-1 oc puffins, except BOTCHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3 *Except* BOTCHORD Rigid calling directly applied or 1 0-M oc bracing. 1-15,9-11: 2x4 SIP M 30 Mi recommends that Stabilizers and required cross braccinng �be OTHERS 2x4 SP No.3 installed during truss erection, In accordance with Stabilizer I Installation guide. REACTIONS (Ibtsize) 16=1304/0-3-6 (min. 0-1-9),18=1272/0-M (min. 0-1-8) FORCES fib) -Max. Compi./Max. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 1-16=-1283/0,1-2=-1861/0,2-3---1861/0, 3-4=-3486/0.4-5=-3486/0. 5-6=-3486/0, 6-7=-3486/0,7-8=-1976/0.8-9=-197610 BOTCHORD 14-15=0/2947,13-14=012947,12-13=0/3486,11-12=013013 WEBS 4-13=-322JO, 5-12=-304/0.2-15=-37810. 3-15�128710, 3-13=01882,1-15=012146, 8-11=-369/0, 7-12=01829, 7-11=-1230/0, 9-11=0/2070 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Bearing at johit(s) 18 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 3) "Serid-rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. %%% A. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-M off and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbackstabe 1%% attached to walls at their outer ends or restrained by other means. iN LOAD CASE(S) Standard 39380 ATE 0 I R 'ZI .......... . %% ;,VNAI- %%%% 11iIIII10 FL Cert. 6634 January 2,201 A W� - V.-T, doeiga assd REILD NOMS ON IBIS AND INCLUDnD M=JW�E PAGE M 74M �ORIS VER Design valid for use only with Milek connectors. This design 1, based only upon paramours shown, and is for on individual b0dirg component. Applicablity of design parameters and proper incorporation of component is rasporriblilty, of building designer - not truss designer, Bracing shown is for lateral support of individual web membem only. Additional temporary bracing to insure stability during construction is the responsibility of the sereclor. Addlional permanent bracing of the overall structure is the responsibility of the buiJding designer. For general guidance regarding MOW fabrication, quality central. storage, do Sery, erection and bracing, consult ANSI/ri Quaff, Criteria, DSB.B? and BCSI Building Component 6904 Parke East Blvd. Safety information avoick,le from Truss Pica Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Temp., FIL 33610 If southern Pine (SP or SPp) lumber is specified, the design values am Mass effective 0&0 112012 by ALSC or proposed by SP113. Job Truss Truss Type Qy Ply Hall Hangar T4667378 � 70851 FLB FLOOR 31 Job Reference (ophorsal) Chambers Truss Inc., Fort Pierce Fl. 34982 7.350 a Sep 26 2012 MiTek Industries, Inc. Mon Dec 31 11:01:08 2012 Pag( ID:16DZC6RRcAJOFYFAYohag4y3WYA-5K[ZLZT100UOsNs7EtgjyL HYPNNYOu2OW(8cGy3L 17 1�2 3 10-104 12-104 16-5-11 21 : -'s 1 37.6 3.7.7 2�0� 3m7-7 :7.17 _�2 3- 0114 Scale 1:41.7 3x6 ftli 2x3 11 3X4 2.3 11 W 11 3.6 3x4 2x3 11 7x14 1 2 3 4 5 6 7 8 9 18 16 is 14 13 12 At 10 2X3 11 4x8 3X6 3x4 4xif 2.3 It 10.10�4 1 20-1.2 24 N7:6 3 _6 .7 7.2-14 N-01 V .1 :2� 7.2-14 0 14 LOADING(psf) SPACING 1-4-0 CS11 DEFIL in (Ioc) Vdefi Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.16 12 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.40 Vert(TL) -0.25 11-12 >999 480 BCLIL 0.0 Rep Stress [nor YES WB 0.72 Horz(TL) 0.04 18 rda n/a BCDL 5.0 Code FBC2010/TP12007 (Matdx-M) Weight: 125 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOPCHORD Structural wood sheathing directly applied or 4-7-15 oc purlIns, except BOTCHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3 BOTCHORD Rigid wiling directly applied or 1 0-M oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilimns and required cross bradl�ng m installed during truss erection, in accardance with Stabilizer Installation guide. REACTIONS (lb/size) 16m869/0-3-6 (min. 0-1-8),18=848/0-3-8 (min. 0-1-8) FORCES (1b) -Max. Comp./Max. Ten. -All forms 250 (h) or less except when shown. TOPCHORD 1-16=-854/0,1-2=-1237/0,2-3=-123710,3-4=-2325/0.4-5=-2325/0.5-6=-2325/0, 6-7=-232510, 7-8=-1313/0,8-9=-1313`0 BOTCHORD 14-15=011964,13-14=0/1964,12-13=012325,11-12=0/2009 WEBS 3-15=-86310, 3-13=01588,1-15=011422, 7-12=01553,7-11=-824/0,9-11=0/1371 NOTES i) Unbalanced floor live loads have been considered for this design. 2) Bearing at joint(s) 18 considers parallel to grain value using ANSIfrPi I angle to grain formula. Building designer should verify capacity of bearing surface. 3) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-M oc and fastened to each truss with 3-10d (0.131"X attached to walls at their outer ends or restrained by other means. 3�') nails. Straingbackstobe % CASE(S) E N,97 LOAD Standard 3938 ATE % 0 R 'ID J NA1- 0"' 'i"11111 I I list," FL Cert. 663 January 2,201 A wmtIvrm . va-uii afexifgnp� endR� No= otr7nismw mmulgED wTsKRE:pERwcBPaGg;=-g4?a BednoRts usEL Design valid for use only with Miliek connectors. Ithis design a based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not mun designer. Bracing shown is for laleral support of individual web members only, Additional temporary bracing to insure stability diluting consfiruclion is the resporniallity of the erector. Additional bracing the is the the MOW permanent of overall structure responsibility of building designer. For general guidance regarding fabrication, quality control. slonage. delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB.89 and BCSI i Camp.nent 6904 Perks East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandra. VA 22314. Tampa.R33610 If southern Pine (SP or Epp) lumber Is specified. the design values am those effiedve 060OW012 by ALEC or proposed by SPIII. Symbols PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x, y M-1 Z4 offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate p plai lates 0-11," 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 4x4 Width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 1111 HiMMA Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. 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: ANSI1TPI1: 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 TOP CHORDS 0 M U 0- 0 JOINTS ARE GENERALLY NUMBERED/LETrERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST 70 THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. PRODUCT CODE APPROVALS CC -ES Reports: ESR-131 1, ESR-1352, ESR]988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designations are as follows: SYP represents cument/old values as published by AWC in the 2005/2012 INDS SPp represents SPIB proposed values as provided in SPIB submittal to ALSC dated Sept 15, 2011 SP represents ALSC approved/new values with effective date of June 1. 2012 (2x4 No 2 and lower grades and smaller sizes), and all MSR/MEL grades C) 0 C) @ 2012 MiTek@ All Rights Reserved MiTek Miliek Engineering Reference Sheet: Mll-7473 rev. 09104/2012 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal injury I . Additional stability bracing for truss system, e.g. diagonal or X-brocing, is always required. See BCSIL 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 stock matenals 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 lightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations ere regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANS111P] 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. Comber is a non-stwciural consideration and is the responsibirity, of truss fabricator. General practice is to comber for dead load deflection. 11. Plate type, size, odentation 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 purUrs; 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 ere 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 othemise. 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 de�ign (front, back, words and pictures) before use. Reviewing pictures clone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI I Quality Criteda.