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Job Truss Truss Type Qty Pty
<br />R36138892
<br />12889 802 SLOPING FLAT 45 1
<br />IJob Reference (optional)
<br />Tin= Truss and Frarning Supply, HESPERIA, CA 92345 7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:27 2013 Page 1
<br />ID:aWQIhHladR84!qyp2U4TlxysDYG-_b04gSQ64irrje2,2,(tHdtrivCidGiNVIp_hz\AckU
<br />5-44 1 104-0 14-7-14 19-7-8 24-1-3 I 29*8 33-9-15 1 40-2-0 I
<br />5,£
<br />3 1
<br />4-7-10 4-7-14 4-11-11 4-5-10 4-3-7 6-4-1
<br />Scale = 1:70.
<br />4.00 Iii-2x4 zz
<br />22 3 0.38 |Ti
<br />4x10 & -6*8 =
<br />0
<br />1.5x4 ||6x16 =
<br />21 1.5x4 |I 3x4 =1.5x4 Il
<br />9 28 10
<br /> 8x8 = 23 25 7 26 8 27
<br />21120
<br />18 17 16 15 14 13 12 11
<br />2x4 || .... -6,66 =2(4 ||4x10 -6x16 MT20H -5x10 -3*4 ||
<br />2-2-12
<br />1 62% 11 230 1 4-7-10 4-7-14 9-5-5 9-8-12 6-4-1
<br />100-0 14-7-14 24-1-3 33-9-15 40-2-0
<br />0-2-12
<br />Plate Offsets (X.Y):14:0-2-8,0-3-81,18:0-3-0.0-3-01.110:0-5-12.0-3-01,112:0-1-12,0-2-El. 113:0-7-12,0-3-01. 116:0-2-8,Edqel
<br />LOADING (psf)SPACING 2-0-0 CSI DEFL in (loc)Uden Ud PLATES GRIP
<br />TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL)-0.42 13-14 >999 360 MT20 220/195
<br />TCDL 15.0 Lumber Increase 1.25 BC 0.93 Vert(TL)-1.62 13-14 >279 180 MT20H 165/146
<br />BCLL 0.0 *Rep Stress Incr NO WB 0.94 Horz(TL)0.18 20 n/a rda
<br />BCDL 5.0 Code IBC2009fTPI2007 (Matrix)Weight: 219 Ib FT = 20%
<br />LUMBER
<br />TOP CHORD 2 X 4 DF No.1&Btr G *Except*
<br />1-3: 2XeDF No.2 G
<br />BOT CHORD 2 X 4 DF No.1&Btr G
<br />WEBS 2 X 4 DF Std G 'Except*
<br />10-11,10-12: 2 X 4 DF No. 1&Btr G
<br />OTHERS 2 X 8 OF No.2 G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins,
<br />except end verticals.
<br />BOT CHORD Rigid ceiling directly applied or 8-5-7 oc bracing.
<br />WEBS 1 Row at midpt 2-17,4-16
<br />REACTIONS (lb/size)17=1885/0-5-8 (min. 0-2-0), 20=1687/0-6-6 (min. 0-1-8)
<br />Max Horz 17=270(LC 5)
<br />Max Uplift 17=-118(LC 5), 20=-166(LC 4)
<br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-21=-23/280, 3-4=-366/52,4-23=-5551/629, 5-23=-5547/630, 5-24=-5553/635,
<br />6-24=-5548/636,6-25=-5809/333,7-25=-5804/334,7-26-5811/339,8-26=-5805/340,
<br />8-27=-2917/202,9-27=-2908/203,9-28=-2919/209, 10-28=-2912/209
<br />BOT CHORD 16-17=-244/1123,15-16=-575/4253,14-15=-585/4311.13-14=-628/5964,12-13=-272/4504,
<br />11-12=-58/283
<br />WEBS 2-17=-2082/136,2-16-159/1625,2-4=-1183/213,4-16=-3508/409,4-14-122/1483,
<br />5-14=-451/140,6-14=-619/0, 6-13=-327/309, 7-13=-610/0, 8-13=-129/1484,
<br />8-12=-1950/36,9-12=-466/145, 10-12=-216/3059, 1-17=-381/67,10-20=-1853/191,
<br />19-20=-100/775
<br />NOTES
<br />1) Unbalanced roof live loads have been considered for this design.
<br />2) Wind: ASCE 7-05; 85mph; TCDL=5.Opst BCDL=3.Opst h=25ft; Cal. 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 />3) 330.0lb AC unit load placed bn the top chord, 26-9-0 from left end, supported at two points, 5-0-0 apart.
<br />4) All plates are MT20 plates unless otherwise indicated.
<br />0) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />6) * 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 />7) A plate rating reduction of 20% has been applied for the green 10mber members.
<br />8) Bearing at joint(s) 20 considers parallel to grain value using ANSITTPI 1 angle to grain formula. Building designer should verify
<br /> capacity of bearing surface.
<br />9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
<br />10) This truss has been designed for a moving concentrated load of 250.0lb 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 />11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
<br />12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
<br />tr S. 7/9
<br />C 04 3
<br />4 5
<br />47*OF A
<br />Marr·h 97 Onl Q
<br />G\NEER *
<br />LOAD CASE(S) Standard
<br />Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REPERENCE PAGE MII·7473 BEFORE USE
<br />Design valid for use only with MiTek connectors. This design b based only upon parametels shown. and is for an individual building component.
<br />Applicabinly of design parameters and proper incorporation of component b responsibility of building designer - riot truss designer. Bradng shown
<br />Is for lateral support of indMdual web members only. Additional temporary bracIng to insure stability dudng construction b the responsibty of the
<br />erector. Additional permanent bracing of Ihe overall structure Is the responsibinity of the building designer. For general guidance regarding
<br />fabrication, qualily control. storage. delivery, erection and bracIng, consult ANSI/TPIl Qualify Crileria. DSB-89 and 8CSI Building Component
<br />Sofety Information available from Truss Plate Institute. 781 N. Lee Street. Suile 312. Alexandria. VA 223t4.
<br />If Southern Pine (SP} lumber 13 specified. the disign values *re those effective 06/01/1013 by ALSC
<br />MiTek
<br />7777 Greer,back Lane, Suite 109
<br />Citrus Heights, CA, 95610
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