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<br /> Job Truss !Truss Type Qty Ply Bob Wood
<br /> i T3355663
<br /> 059195 A32 COMMON 5 1
<br /> Job Reference (optional)
<br /> Hitek Truss LLC, Brooksville 7.120 s Feb 10 2009 MiTek Industries, Inc. Mon May 18 15:32:04 2009 Page 1
<br /> 1 1 -0 -0 6 -10 -14 _ I 13 -0 -0 I 19 -1 -2 I 26 -0 -0 27 -0 -0
<br /> 1 -0 -0 6 -10 -14 6 -1 -2 6 -1 -2 6 -10 -14 1 -0 -0
<br /> Scale = 1:45.4
<br /> I 5x8 =
<br /> 4.00 12 �� a� ti
<br /> 1.5x4 \\ �� 1.5x4 //
<br /> 3 V, 5
<br /> �o 41.4 2 �i � � 6
<br /> 1 CA J >=! i i ' =' �` 7 I
<br /> ►a 10 9 8 eye
<br /> 4x8 = 4x5 = 4x6 = 4x5 = 4x8 =
<br /> 8 -11-4 I _ 17 -0 -12 26 -0-0
<br /> 8 -11-4 8 -1 -8 8 -11 -4
<br /> Plate Offsets (X,Y): [2:0 -1- 10,0 -0 -2], [6:0 -1- 10,0 -0-2], [8:0- 2- 4,0 -2 -8], [10:0- 2 -4,0 -2 -8]
<br /> LOADING (psf) SPACING 4 - CSI DEFL in (Ioc) 1/deft Ud PLATES GRIP
<br /> TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) 0.52 8 -10 >587 240 MT20 244/190
<br /> TCDL 10.0 Lumber Increase 1.25 BC 1.00 Vert(TL) -0.90 8 -10 >339 180
<br /> BCLL 10.0 Rep Stress Incr NO WB 0.52 Horz(TL) 0.18 6 n/a n/a
<br /> BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 109 Ib
<br /> LUMBER BRACING
<br /> TOP CHORD 2 X 4 SYP SS TOP CHORD 2 -0-0 oc purlins (2-4 -9 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 3 -10 -0 oc bracing: 2 -6
<br /> JOINTS 1 Brace at Jt(s): 4
<br /> REACTIONS (Ib /size) 2= 2352/0 -2 -12 (input: 0 -6 -0), 6= 2352/0 -2 -12 (input 0 -6 -0)
<br /> Max Horz2=-173(LC 4)
<br /> Max Uplift2=- 1373(LC 5), 6=- 1373(LC 6)
<br /> FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown.
<br /> TOP CHORD 2 -3 =- 5337/2918, 3- 4=- 4766/2606, 4- 5= -4766/2607, 5 -6 =- 5337/2919
<br /> BOT CHORD 2- 10=- 270214926, 8 -10 =- 1577/3379, 6 -8 =- 2536/4926
<br /> WEBS 4 -8 =- 796/1559, 5 -8 =- 807/856, 4 -10 =- 795/1559, 3 -10 =- 807/856
<br /> NOTES
<br /> 1) Unbalanced roof live Toads 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. I; Exp C; partially; MWFRS (low -rise) gable end
<br /> zone; Lumber DOL =1.33 plate grip DOL =1.33
<br /> 3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br /> 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 2 =1373,
<br /> 6 =1373.
<br /> 5) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails.
<br /> 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
<br /> LOAD CASE(S) Standard
<br /> 1) Regular Lumber Increase =1.25, Plate Increase =1.25
<br /> Uniform Loads (plf)
<br /> Vert: 1 -4= -120, 4 -7= -120, 2- 10 =-40, 8- 10=- 80(F = -40), 6 -8 = -40
<br /> Joaquin Velez, FL Lic. #68182
<br /> Robbins Engineering i
<br /> 6904 Parke East Blvd
<br /> Tampa, FL, 33610
<br /> FL Cert. #5555
<br /> May 18,200
<br /> i
<br /> 1,
<br /> A W ARNING, , Verify design parmnetess and READ N0734S ON THIS AND INCLUDED MITER REFERENCE PAGE MIT. 7473 BEFORE USE.
<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. // I I
<br /> Applicabilit of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown �.L L L �.. L ]_ ` .
<br /> is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the .,y •_b fK
<br /> erector. Additional permanent bracing of the overall stricture 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 BCSI1 Building Component 6904 Parke East Blvd.
<br /> Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 1
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