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Job Truss Truss Type Qty Pty
<br />R36138894
<br />12889 B04
<br />Timco Tresa and Framing Supply, HESPERIA, CA. 92345
<br />5-4-4
<br />5-44
<br />MONO TRUSS
<br />9.11-2 I
<br />4-6-14
<br />1 2 bob Reference (optional)
<br />7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:30 2013 Page 1
<br />ID:aWQIhH1 adR84!qyp2U#TlxysDYG-OAiCIUS?Be4QiRSDjzbfVvFPj'(2Sv0b83TGTa0z\Md*
<br />14-0-7 18-5-9 22-10-12 28-0-0
<br />4-1-4 4-5-3 4-5-3 5-14
<br />Scale = 1:48.6
<br />0.38 [E
<br />8x10 MT20H =1.5)<4 ||
<br />1 13 2 14
<br />1 BE*tIZII
<br />1.5x4 Il 6><8 MT20H -1.5x4 I I ex8 MT20H
<br />3x10 3
<br />16
<br />0 --kir/004717 191>0 u
<br />,A A AA A A /fA #fAA/4
<br />2x4 11 M = 10 9 8
<br />12 11 6x8 =4x10 ==2x4 11
<br />5-4-4 14-0-7 22-10-12 28-0-0
<br />54-4 8-8-3 8-10-6 5-1-4
<br />Plate Offsets (X,Y):11:Edge,0-3-81.15:0-3-4.Edael. 17:0-3-4.0-2-01.110:0-3-12.0-3-01
<br />LOADING (psf)SPACING 2-0-0 CSI DEFL in (loc)Uden L/d PLATES GRIP
<br />TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL)-0.05 10 >999 360 MT20 220/195
<br />TCDL 20.0 Lumber Increase 1.25 BC 0.44 Vert(TL)-0.22 9-10 >941 180 MT20H 165/146
<br />BCLL 0.0 *Rep Stress Incr NO WE3 0.78 Hon(TL)0.09 8 n/a rda
<br />BCDL 5.0 Code IBC2009/TPI2007 (Matrix)Weight: 265 Ib FT = 20%
<br />LUMBER BRACING
<br />TOP CHORD 2 X 4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc purlins,
<br />BOT CHORD 2 X 4 OF No.1&Btr G except end verticaIs.
<br />WEEBS 2 X 4 OF Std G *Except*BOT CHORD Rigid ceiling directly applied or 5-10-8 oc bracing.
<br />1-12,7-8: 2 X 4 DF No.1&Btr G
<br />QUALIFIED BUILDING DESIGNER OR PROJECT ENGINEER SHALL REVIEWTHE INPUT
<br />LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THEREACTIONSAll bearings 5-6-0 except Ot=length) 8=Mechanical, 9=0-5-8.SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW.
<br />(lb) - Max Horz 12=296(LC 14)
<br />Max Uplift All uplift 100 Ib or less at joint(s) except 12-855(LC 11), 8-597(LC 10)
<br />Max Grav All reactions 250 Ib or less at joint(s) 8 except 12=944(LC 10), 1 1=6320(LC 9), 9=7020(LC 9)
<br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 1-12=all/852, 1-13=-1773/3748, 2-13=-1090/3226, 2-14=-633/2628, 3-14=-17/2154,
<br />3-15=-6142/1407,4-15=-5674/915, +16=-5288/628,5-16=4783/105, 5-17=-1540/3873,
<br />6-17=-665/3073, G-18=-572/2914, 7-18=-139/2575, 7-8=-149/616
<br />BOT CHORD 11-12=-6023/6205,10-11=-2716/5959,9-10=-948/3490
<br />WEBS 1-11=-4397/1851,2-11=-2452/0,3-11=-6990/916,3-10=-894/2484,4-10=2030/0,
<br />5-10=-893/3347, 5-9=-6351/579, 6-9=-2346/0, 7-9=-3218/185
<br />NOTES
<br />1) 2-ply truss to be connected together with 10d (0.148"*3") nails as follows:
<br />Top chords connected as follows: 2 X 4- 1 row at 0-9-0 oc.
<br />Bottom chords connected as follows: 2 X 4 - 1 row at O·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.Opsf; 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) All plates are MT20 plates unless otherwise indicated.
<br />05) 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 lumber members.
<br />8) Refer to girder(s) for truss to truss connections.
<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) This truss has been designed for a total drag load of 6000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist
<br />drag loads along bottom chord from 0-0-0 to 5-4-4 for 1120.6 pif.
<br />12) Girder carries tie-in span(s): 13-0-O from 0-0-0 to 28-0-0
<br />//22 /(r
<br />7--March 27,2013
<br />LOAD CASE(S) Standard
<br />Verify design parameters and READ NOTES ON TWIS AND INCLUDED MITEK REPERENCE PAGE MIt·7473 BEFORE USE
<br />Design valid for use only with Mirek connectors. This design b based only upon parameters shown. and is for an individual building component.
<br />Applicability of design parameters and proper incorporation of component b responsibility of building designer- not truss designer. Bradng shown
<br />Is for lateral support of indMdual web members only. Additional temporary bracing to insure stability during construction is the responsibmity of the
<br />erector. Additional pe,manent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
<br />fabrication, quality control, storage. delivery. erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and SCSI Bunding Component
<br />Safely Informallon available from Truss Plate Institute. 781 N. Lee Sfreet, Suite 312. Alexandria, VA 22314.
<br />If Southern PineISP} timber is specified, the design values gre those effictive 06/01/2013 by ALSC
<br />4iiCE!,ilkil
<br />1-1
<br />MiTek
<br />7777 Greenback Lane, Suite 109
<br />Citrus Heights, CA, 95610
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