|
<br />Job
<br />
<br />Truss
<br />
<br />Truss Type
<br />I
<br />ROOF TRUSS
<br />
<br />
<br />Better Built Co.lBurnette Co
<br />
<br />00031
<br />
<br />27223
<br />
<br />A03
<br />
<br />Stock B~i1ding ~8.~y-Sanlord, Sanlord, Fl 32771
<br />
<br />-2.0.0
<br />2-0-0
<br />
<br />6-10-0
<br />6,10-0
<br />
<br />13-0-0
<br />6-2.0
<br />
<br />19,2-0
<br />6-2.0
<br />
<br />25-10,0
<br />6-8-0
<br />
<br />Scale =. 1:47.3
<br />
<br />4x5 ~
<br />
<br />~
<br />
<br />~
<br />
<br />~:=::::::::::~~
<br />~~:~~~
<br />
<br />'"
<br />;;;
<br />N
<br />
<br />
<br />. ,00 fiT
<br />
<br />W2
<br />
<br />,
<br />5xS'::::
<br />
<br />~
<br />1
<br />
<br />2x4 II
<br />2.50 [12
<br />
<br />7
<br />2x4 II
<br />
<br />
<br />~
<br />
<br />3x6 -.=;.
<br />
<br />3x6 :::-
<br />
<br />0,0-0
<br />
<br />0-0-0
<br />
<br />6,10,0
<br />6.10.0
<br />
<br />Plate OIIsets eX Y)' [2'0-2,80-0-7] [4'0-2-80-2.4J [6'0-2,120.1.81
<br />
<br />13-0-0
<br />
<br />6-2.0
<br />
<br />19,2,0
<br />6.2,0
<br />
<br />25,10-0
<br />6,8,0
<br />
<br />lOADING (psI) SPACING 2-0-0 CSI DEFL in (lac) Ildell Ud I PLATES GRIP
<br />TCll 20,0 Plates Increase 1.25 TC 0.46 Vert(ll) .0,26 8,9 >999 360 MT20 2441190
<br />TCDl 7,0 Lumber Increase 1.25 BC 0,73 Vert(Tl) .0,62 8-9 >490 240
<br />BCll 0,0 Rep Stress Incr YES WB 0,59 Horz(Tl) 0,38 6 nla nla
<br />BCDl 10,0 Code FBC2004fTPI2002 (Matrix) Windell) 0,26 8-9 >999 240 Weight 1'10 Ib
<br />
<br />LUMBER
<br />TOP CHORD 2 X 4 SYP No,2
<br />BOT CHORD 2 X 4 SYP No,2
<br />WEBS 2 X 4 SYP No,3
<br />
<br />BRACING
<br />TOP CHORD
<br />Structural wood sheathing directiy applied or 3,1,0 oc purlins,
<br />BOT CHORD
<br />Rigid ceiling directly applied or 6-11-1 oc bracing,
<br />
<br />REACTIONS (Iblsize)
<br />6
<br />2
<br />Max Horz
<br />2
<br />Max Uplift
<br />6
<br />2
<br />
<br />92810-6-0
<br />106610-8,0
<br />
<br />122(ioad case 6)
<br />
<br />,171 (load case 7)
<br />,299(load case 6)
<br />
<br />FORCES (Ib) - Maximum CompressionlMaximum Tension
<br />TOP CHORD
<br />1.2
<br />3.4
<br />5.6
<br />BOT CHORD
<br />2,9
<br />7.8
<br />WEBS
<br />3-9
<br />4-8
<br />5-7
<br />
<br />0/38
<br />-23481630
<br />-3243/908
<br />
<br />2,3
<br />4,5
<br />
<br />-3201/794
<br />-23491631
<br />
<br />-65912921
<br />-779/2965
<br />
<br />8-9
<br />6,7
<br />
<br />,666/2925
<br />.77912967
<br />
<br />01255
<br />-25911411
<br />0/257
<br />
<br />3,8
<br />5.8
<br />
<br />-8251261
<br />-8701363
<br />
<br />NOTES (7)
<br />1) Unbalanced rool live loads have been considered lor this
<br />desi9n,
<br />2) Wind. ASCE 7-98; 120mph (3-second gust); h=16ft;
<br />TCDl=4,2psl; BCDl=6,Opsl; Category II; Exp B; enclosed;
<br />MWFRS interior zone and C-C Interior(1) zone; lumber DOl=1,33
<br />plate grip DOl=1 ,33, This truss is designed lor C.C lor members
<br />and forces, and for MWFRS tor reactions specified.
<br />3) This truss requires plate inspection per the Tooth Count Method
<br />when this truss is chosen for quality assurance inspection.
<br />4) This truss has been designed lor a 10,0 psI bottom chord live
<br />load nonconcurrent with any other live loads.
<br />5) Bearing atjoint(s) 6,2 considers parallel to grain value using
<br />ANSlfTPI1 angle to grain lormula, Building designer should verify
<br />capacity of bearing surface
<br />6) Provide mechanical connection (by others) of truss to bearing
<br />plate capable 01 withstanding 171 Ib uplift at joint 6 and 299 Ib
<br />uplift at joint 2,
<br />7) Seqn. 22940, Date.1016/2005
<br />
<br />LOAD CASE(S)
<br />Standard
<br />
<br />ESG. INC.
<br />1289 'w. rAIF~BANKS AVE.,
<br />WINTER PARK, FL 32789
<br />
<br />OCT 1 7 2005
<br />
<br />CA # 8886
<br />J. LEE SMITH, PE # 361Z7
<br />
|