10177791_2102 N. TUSTIN - Plan (2)

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Job Truss Truss Type Qty Pty R36138890 12889 A04 COMMON 1 1 Timco Truss and Framing Supply, HESPERIA, CA. 92345 -2-6-0 1 7-4-14 Z2-6-0 7-4-14 14-0-0 6-7-2 Job Reference (optional) 7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:24 2013 Page 1 ID:aWQIhHladREMIqyp2U4TlxysDYG-Zot-*2QOEYoKG_W_3NiUEFe0NXBzw'VRZFh48NMz\Nkle< 20-7-2 28-0-0 6-7-2 7-4-14 1 12# 1 5*«11 \X \7- m-- i 11 ./--0 9--11-11 18-0-5 28-0-0 9--11-11 8-0-9 9-11-11 Scale =1:530 5,<6 = 4 4.00 [E 11 d>97\X<Z>- 12 1.5*4 4 --9 1 \-1.5x4 4> 11 \X LO Ng/\Af/-\23< 316«=S =3»ZE I9 8 3x4 =66 = Plate Offsets (X.Y):13:0-3-0.Edael LOADING (psf)SPACING 2-0-0 CSI DEFL in (loc)Uden 1/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL)-0.20 2-9 >999 360 MT20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.51 Vert(TL)-0.52 2-9 >635 180 BCLL 0.0 *Rep Stress Incr YES WE; 0.24 Horz(TL)0.11 6 rda n/a BCOL 5.0 Code IBC2009/TPI2007 (Matrix).Weight: 111 Ib FT = 20% LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 9-7-1 oc bracing. REACTIONS (lb/size) 6=1296/0-5-8 (min. 0-1-8), 2=1296/0-5-8 (min. 0-1-8) Max Hon 2=-82(LC 4) Max Upiift 6=-369(LC 6), 2=-369(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-2549/512,3-10=-2468/533,3-11=2150/439,4-11-2076/450,4-12=-2076/450, 5-12=-2150/439, 5-13=-2468/533, 6-13=-2549/512 BOT CHORD 2-9=-479/2331, 8-9=246/1609,6-8=-400/2331 WEBS 4-8=-113/585,5-8=-525/216,4-9=-113/585,3-9=-525/216 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 85mph: TCDL=5.Opsf; BCDL=3.Opsf; h=25ft; Cat. 11: Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) · 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 tail by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) 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 panel points along the Top Chord, nonconcurrent with any other live loads. LOAD CASECS) Standard 05:ROFESS/OW 5 47*OFC 49191933 fl*INEER 27,2013 WARNING - Verin# design parameters and READ NOTESON THISAND INCLUDED BUTEK REPERENCE PAOBM!!·7473 BEFORB USE. Design valid for use only with Minek connectors. Ihis design is based only upon parameters shown. and is for an individual building component. Applkabmly of design parametels and proper incorporation of component b respons,buily of buding designer - not truss designer. Bracing shown is for lateral support of indMdual web members only. Additional temporary bracing to insure stabinly during construction is the responsibnaly of the erector. Additional permanent bracing of the overall structure is theresponsibinly of the building designer. For general guidance regarding fabrication. quality control storage. delively, erection and bracing. consult ANSI/Till Quality Crnero, 038-89 and SCSI Building Component Safety Information available from Truss Plate Institute. 781 N. Lee Street. Suite 312. Alexandria. VA 22314. If Southern Pine (SP} tumber b specified, ths design viluss *re thme •flactive06/01/2013 by ALSC 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610