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<br />27223
<br />
<br />A02
<br />
<br />ROOF TRUSS
<br />
<br />
<br />Better Built Co.lBurnette Co,
<br />
<br />00021
<br />
<br />Mon Oct 17 10:34:44 20050~ae 1
<br />
<br />Job
<br />
<br />Truss
<br />
<br />Truss Type
<br />
<br />Stock Building f{j!BJ(jy-Sanford, Sanford, Fl 32771
<br />
<br />-2.0.0
<br />2-0-0
<br />
<br />6,9,14
<br />6,9-14
<br />
<br />13-0-0
<br />6-2,2
<br />
<br />19,2-2
<br />
<br />6-2-2
<br />
<br />25-10-0
<br />6-7,14
<br />
<br />Scele == 1 :46.8
<br />
<br />4x7 ~
<br />
<br />
<br />/-;::;::::~::::::::::::::::~
<br />2X4 0 ~ // '\\ \ ~<:::::::::::::;k'4 ":::
<br />W2// \'W2 5
<br />\ :j/ \\, // ~
<br />~ jj, /,~~,/ ~~~~~
<br />\\// ,\// 6
<br />\6/ rI1 \6/ D2
<br />
<br />I~
<br />
<br />5.0011'2
<br />
<br />~
<br />~
<br />
<br />2~'-'-~
<br />
<br />~ ~~
<br />
<br />'~'3"'"
<br />
<br />91
<br />
<br />3)(4=
<br />
<br />5x8 INS =
<br />
<br />3)(5 .::::-
<br />
<br />3x4 =
<br />
<br />0-0-0
<br />
<br />0-0-0
<br />
<br />8-10-10
<br />8.10-10
<br />Plate Offsets (X Y)' 12'0300 1 8] [4'0 4 1 0-201 [6'00 14 0 1 81
<br />
<br />17-1-6
<br />8,2.13
<br />
<br />25-10-0
<br />8-8.10
<br />
<br /> , . - , - , - - , - , , . -
<br />LOADING (pst) SPACING 2-0-0 I CSI DEFL In (ioc) Ildefl Ud PLATES GRIP
<br />TCLL 20,0 Plates Increase 1,25 TC 0,55 Vert(LL) -0,12 2,9 >999 360 MT20 244/190
<br />TCDL 7,0 Lumber Increase 1,25 i BC 0,54 Vert(TL) -0,35 6-7 >862 240
<br />BClL 0,0 Rep Stress Incr YES i WB 0,28 Horz(TL) 0,06 6 nla nla
<br />BCDl 10,0 Code FBC2004frP12002 (Matrix) Windell) 0,17 6-7 >999 240 Weight 1131b
<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 directly applied or 4,3,9 oc purllns,
<br />BOT CHORD
<br />Rigid ceiling directly applied or 5-10-7 oc bracing,
<br />
<br />REACTIONS (Iblsize)
<br />6
<br />2
<br />Max Horz
<br />2
<br />Max Uplift
<br />6
<br />2
<br />
<br />932/0-4-0
<br />1069/0,8-0
<br />
<br />191 (load case 6)
<br />
<br />.346(load case 7)
<br />-516(ioad 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 />4.7
<br />
<br />0141
<br />-159411092
<br />-1822/1222
<br />
<br />2,3
<br />4,5
<br />
<br />-180711168
<br />= -161911139
<br />
<br />.95511593
<br />.55611098
<br />
<br />8-9
<br />6.7
<br />
<br />,55611098
<br />,1014/1625
<br />
<br />.3241401
<br />,3271577
<br />
<br />4.9
<br />5-7
<br />
<br />-2591542
<br />-342/432
<br />
<br />NOTES (6)
<br />1) Unbalanced roof live loads have been considered for this
<br />design.
<br />2) Wind. ASCE 7-98; 120mph (3,second gust); h=16ft;
<br />TCDL=4.2psf; BCDL=6,Opsf; Category II; Exp B; enclosed;
<br />MWFRS gable end zone and C-C Exterior(2) zone; Lumber
<br />DOL=1 ,33 piate grip DOL=1 ,33, This truss IS designed for C,C for
<br />members and forces, and for MWFRS for 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 for a 10,0 psf bottom chord live
<br />load nonconcurrent with any other live loads.
<br />5) Provide mechanical connection (by others) of truss to bearing
<br />piate capabie of withstandin9 346 Ib uplift at joint 6 and 516 Ib
<br />uplift at Joint 2,
<br />6) Seqn: 22939, Date. 1 01612005
<br />
<br />ESG. INC.
<br />1209 VV. FAIRBANKS AVE.
<br />WINTER PARK. FL 32789
<br />
<br />LOAD CASEIS)
<br />Standard
<br />
<br />OCT 1 7 2005
<br />
<br />CA # 8886
<br />1. LEE SM ITH. PE # 36177
<br />
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