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<br /> - - Truss Type '
<br /> Job Truss YP Qty Ply Bob Wood
<br /> 059195 A31E GABLE T3355662
<br /> 2 1
<br /> Job Reference (optional)
<br /> Hitek Truss LLC, Brooksville 7.120 s Feb 10 2009 MiTek Industries, Inc. Mon May 18 15:32:03 2009 Page 1
<br /> 6 -1 -2 I
<br /> -1-0-0 6 -10 -14 13-0-0
<br /> 6 -1 -2 1s -1 -z 26 -0-0
<br /> 6 -10 -14 1 0 1
<br /> 1 -0 - � 6 -10 -14
<br /> 1 -0 -0
<br /> Scale = 1 45.4
<br /> 5x12 =
<br /> 4.00 12
<br /> Si
<br /> 01 ��
<br /> I
<br /> Ad
<br /> iA
<br /> r 3 d 5
<br /> '1 VIA + • •�
<br /> II ti • 61 2 411* 2 .' 44, N Y
<br /> OM 9
<br /> 3x10 = 10 8 WI
<br /> 3x4 4x6 =
<br /> x4 = 3x10 =
<br /> 3x4 =
<br /> 2x4 = 2x4 =
<br /> 8 -11-4 17 -0 -12 I 26 -0 -0
<br /> 8-114 8 -1 -8 8 -114
<br /> Plate Offsets (X,Y): [2:0- 5- 2,0 -1 -8], [3:0 -0- 8,0 -0-4], [4:0- 6- 0,0 -1 -0], [5:0- 0- 8,0 -0-4], [6:0- 5- 2,0 -1-8], [8:0 -1- 12,0 -1 -8], [8:0- 2- 0,0 -0-8], [10:0 -1- 12,0 -1 -8], [10:0- 2- 0,0 -0 -8]
<br /> LOADING (psf) SPACING 4 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP
<br /> TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) 0.34 2 -10 >905 240 MT20 244/190
<br /> TCDL 10.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.78 6-8 >391 180
<br /> BCLL 10.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.16 6 n/a n/a
<br /> BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 144 Ib
<br /> LUMBER BRACING
<br /> TOP CHORD 2 X 4 SYP SS TOP CHORD 2 -0 -0 oc purlins (2 -6 -10 max.)
<br /> BOT CHORD 2 X 4 SYP SS (Switched from sheeted: Spacing > 2 -0 -0).
<br /> WEBS 2 X 4 SYP No.3 BOT CHORD 4 -1-0 oc bracing: 2 -6
<br /> OTHERS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 4
<br /> REACTIONS (Ib /size) 2= 2190/0 -2 -9 (input: 0 -6 -0), 6= 2190/0 -2 -9 (input: 0 -6 -0)
<br /> Max Horz 2=- 173(LC 4)
<br /> Max Uplift2=- 1275(LC 5), 6=- 1275(LC 6)
<br /> FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown.
<br /> TOP CHORD 2- 3= 4811/2601, 3 -4=- 4230/2284, 4- 5= -4230/2284, 5-6 =- 4811/2602
<br /> BOT CHORD 2- 10=- 2405/4433, 8- 10=- 1362/3023, 6 -8 =- 2239/4433
<br /> WEBS 4-8 =- 660/1334, 5 -8 =- 831/871, 4- 10=- 660/1334, 3- 10=- 831/870
<br /> NOTES
<br /> 1) Unbalanced roof live loads have been considered for this design.
<br /> 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =17ft; Cat. l; Exp C; partially; MWFRS (low -rise) gable end
<br /> zone; Lumber DOL =1.33 plate grip DOL =1.33
<br /> 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable
<br /> End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 -2002.
<br /> 4) All plates are 1.5x4 MT20 unless otherwise indicated.
<br /> 5) Gable studs spaced at 2 -0 -0 oc.
<br /> 6) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br /> 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 2 =1275,
<br /> 6 =1275.
<br /> 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails.
<br /> LOAD CASE(S) Standard
<br /> Joaquin Velez, FL Lic. #68182
<br /> Robbins Engineering
<br /> 6904 Parke East Blvd
<br /> Tampa, FL, 33610
<br /> FL Cert. #5555
<br /> May 18,200
<br /> M WARNING - Verify design parameters and READ NOTES ON TTIIS AND INCLUDED MI7EK REFERENCE PAGE MIL 7473 BEFORE USE. I
<br /> Design valid for use only with MiTek or Robbins connectors. This design is based only upon parameters shown, and is for an individual building component.
<br /> Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown
<br /> is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the
<br /> erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding mo t--' x, 1 1
<br /> fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSI-89 and BCSI1 Building Component
<br /> L
<br /> Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd.
<br /> _ _ Tampa, FL 33610
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