Laserfiche WebLink
Job Truss Truss Type Qty ply I R36138906 <br />12889 BJ6 MONOTRUSS 1 2 Lob Reference (optional) <br />Tirnco Truss and Framing Supply, HESPERIA, CA. 92345 7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:41 2013 Page 1 <br />ID:aWQIhHladRB*Iqyp2U4TlxysDYG-ZHsMGEbvY1TsXBnl<tnIEREDMg_nW_4ulbgQYTtzWkkG <br />4-10-11 1040 <br />4-10-11 5-1-5 <br />3x4 ||Scale = 1:37.0 <br />3 <br />4.00 Bi <br />8 <br />3*5 55 <br />2 <br />5« <br />7 <br />4x5 5 <br />i 1es <br />L <br />0000<XXX 9 <br />5 <br />6 4 <br />3,06 11 8)£ =5,6 = <br />4-10-11 100-0 <br />4-10-11 5-1-5 <br />Plate Offsets (X.Y)15:0-3-8,0-5-01 <br />LOADING (psf)SPACING 2-0-0 CSI 0EFL in (loc)1/den Ud PLATES GRIP <br />TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL)-0.02 4-5 >999 360 MT20 220/195 <br />TCDL 20.0 Lumber Increase 1.25 BC 0.48 Vert(TL)-0.08 4-5 >999 180 <br />BCLL 0.0 *Rep Stress Incr NO WB 0.42 Hon(TL)0.01 4 rda n/a <br />BCDL 5.0 Code IBC2009/TP12007 (Matrix)Weight: 145 Ib FT = 20% <br />LUMBER BRACING <br />TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except <br />BOT CHORD 2 X 8 DF No.2 G end verticals. <br />WEBS 2 X 4 DF Std G BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br />REACTIONS (lb/size) 4=3006/Mechanical, 6=1839/2-5-8 (min. 0-1-8) <br />Max Hon 6=221(LC 4) <br />Max Uplift 4=-333(LC 5), 6=-202(LC 3) <br />Max Grav 4=3112(LC 12), 6=1945(LC 9) <br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. <br />TOP CHORD 1-7-2021/208,2-7-1989/216,34-392/58,1-6=-1880/204 <br />BOT CHORD 4-5=-255/1887 <br />WEBS 2-5=-134/1785,2-4=-2407/301,1-5=-174/2080 <br />NOTES <br />1) 2-pty truss to be connected together with 10d (0.148"xy') nails as follows: <br />Top chords connected as follows: 2 X 4- 1 rowat 0-9-0 oc. <br />Bottom chords connected as follows: 2 X 8-2 rows at 0-9-0 oc. <br />Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. <br />2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Pty to <br />ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. <br />3) Wind: ASCE 7-05; 85mph; TCDL=5.Opsf; BCDL=3.Opst h=25ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise) gable end zone; <br />cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 <br />4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br />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 <br />will fit between the bottom chord and any other members. <br />6) A plate rating reduction of 20% has been applied for the green lumber members. <br />7) Refer to girder(s) for truss to truss connections. <br />8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. <br />9) This truss has been designed for a moving concentrated load of 250.Olb live and 50.0lb dead located at all mid panels and at all <br />panel points along the Top Chord, nonconcurrent with any other live loads. <br />10) Girder carries tie-in span(s): 28-0-0 from 3-0-0 to 10-0-0 <br />LOAD CASE(S) Standard <br />1) Regular: Lumber Increase=1.25, Plate Increase=1.25 <br />Uniform Loads (pif) <br />Vert: 1-3=-80,6-9=-10,4-9=-589(F=-579) <br />44ERS. 7/46 511% 4 <br />C 99;433 <br />C <br />k 9-7 On•IM <br />* 2133193 <br />March.,,£.w w <br />WARNING - VeriA# design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REPERENCE PAOB MIl·7473 BEFORB USEL <br />Desigh valid for use only with MiTek connectors. This design b based only upon parameters shown. and is for an Individual building component. <br />Applicabmly of design parameters and proper incorporation of component bresponsibuily of bunding designer - not truss designer. Bradng shown <br />is for lateral support of indMdual web members only. Additional temporaly bracing to Insure stabmly during construction b the responsibally of the <br />erector. Additional permanent bracing of the overall structure is theresponsibinly of the building designer. For general guidance regarding <br />fabrication. quality control storage. delhvely. erection and bracing. consult ANSI/TP11 Quatity Criteria. DSB-89 and SCSI Building Component <br />Safely Information available from Truss Plate Institute. 781 N. Lee Street. Suite 312. Alexandia, VA 22314. <br />11 Southim Pine{SP} lumber b specified, the design values *re those effittive 06/01/2013 by ALSC <br />MiTek <br />7777 Greenback Lane, Suite 109 <br />Citrus Heights, CA. 95610