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<br />~7223 .
<br />
<br />C02
<br />
<br />ROOF TRUSS
<br />
<br />
<br />Better Built CoJBumette Co
<br />
<br />00091
<br />
<br />Man Oct 17 19-a-ti 48 2005 Page 1
<br />
<br />Job
<br />
<br />Truss
<br />
<br />Truss Type
<br />
<br />.
<br />Stock Building SU'?f-/l',1Tanlord, Sanlord, Fl 32771
<br />
<br />.2-0-0
<br />2-0,0
<br />
<br />3-6-0
<br />3,6,0
<br />
<br />10-0.0
<br />6-6-0
<br />
<br />16.6'()
<br />
<br />6.6,0
<br />
<br />20-0-0
<br />3.6-0
<br />
<br />22-0-0
<br />
<br />2-0-0
<br />Scale = 1:39.6
<br />
<br />"x5~
<br />
<br />3><4"'~-
<br />,~
<br />5.00112 " ~
<br />
<br />
<br />1 ' /;::::<?~-:
<br />
<br />------------ .
<br />2 ~_______
<br />~ ~--:::=:=~
<br />
<br />L.........--------- 3x5--;::-
<br />
<br />
<br />6-(l.D
<br />
<br />
<br />~~ 2M'"
<br />I ~
<br />i :~ ~
<br />,~ --------~"-- ~
<br />~~, a
<br />~-------~~
<br />~~
<br />
<br />3x5 ~
<br />
<br />:i:
<br />N
<br />
<br />11
<br />
<br />10
<br />
<br />3x4 =
<br />
<br />3x4 =
<br />
<br />0,0-0
<br />
<br />0.0-0
<br />
<br />7-0-0
<br />
<br />7-0,0
<br />Plate Offsets ex Yl' r20 215 01-81 [8021501.81
<br />
<br />10-0-0
<br />
<br />3,0-0
<br />
<br />13-0-0
<br />
<br />3-0,0
<br />
<br />20-0.0
<br />
<br />7-0.0
<br />
<br /> , ' , , - - ,
<br />LOADING (pst) ! SPACING 2,0,0 CSI DEFL in (Ioc) Ildell Ud PLATES GRIP
<br />TCll 20,0 Plates Increase 1,25 TC 046 Vert(ll) -0,2510-11 >914 360 MT20 2441190
<br />TCDl 7,0 i Lumber Increase 1,25 BC 0,84 Vert(Tl) .0,3410-11 >684 240
<br />BClL 0,0 I Rep Stress Incr YES WB 0,19 Horz(TL) 0,06 8 nla nla
<br />BCDl 10,0 Code FBC2004fTPI2002 (Matrix) Windell) 0,11 11 >999 240 : Weight 98 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 />8) Seqn 22946, Date.101612005
<br />
<br />LOAD CASE(S)
<br />Standard
<br />
<br />BRACING
<br />TOP CHORD
<br />Structural wood sheathing directly applied or 4-2.5 oc purlins,
<br />BOT CHORD
<br />Rigid ceiling directly applied or 8-7.12 oc bracing,
<br />JOINTS
<br />1 Brace at Jt(s). 12
<br />
<br />REACTIONS (Iblsize)
<br />2
<br />8
<br />Max Horz
<br />2
<br />Max Uplift
<br />2
<br />8
<br />
<br />1139/0-8-0
<br />113910-8-0
<br />
<br />142(load case 6)
<br />
<br />-4oo(load case 6)
<br />-400(load case 7)
<br />
<br />FORCES (Ib). Maximum CompressionlMaximum Tension
<br />TOP CHORD
<br />1.2
<br />3.4
<br />5-6
<br />7-8
<br />BOT CHORD
<br />2-11
<br />8-10
<br />WEBS
<br />5.12
<br />6.10
<br />6-12
<br />7,10
<br />
<br />0141
<br />-1952/642
<br />.4441245
<br />,2037/734
<br />
<br />2,3
<br />4,5
<br />6-7
<br />8,9
<br />
<br />,2037/734
<br />.4441245
<br />-1952/642
<br />0141
<br />
<br />.50311790
<br />-50311790
<br />
<br />10,11
<br />
<br />,36811780
<br />
<br />-81135
<br />01416
<br />-13991474
<br />-1171179
<br />
<br />4,11
<br />4.12
<br />3-11
<br />
<br />01416
<br />.13991474
<br />.1171177
<br />
<br />NOTES (8)
<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=4,2psl; BCDl=6,Opsl; Category II; Exp B; enclosed;
<br />MWFRS gable end zone and C-C Exterior(2) zone; lumber
<br />DOl=1,33 plate grip DOl=1 ,33, This truss is designed lor C,C lor
<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 des'gned lor a 10,0 psI bottom chord live
<br />load nonconcurrent with any other live loads
<br />5) Ceiling dead load (5,0 psI) on member(s) 4,12,6.12, Wall
<br />dead load (2,5psl) on member(s)4-11, 6-10
<br />6) Bottom chord live load (40,0 psI) and additional bottom chord
<br />dead load (0,0 psI) applied only to room, 10,11
<br />7) Provide mechanical connection (by others) of truss to bearjng
<br />plate capable 01 withstanding 400 Ib uplift at joint 2 and 400 Ib
<br />uplift at joint 8,
<br />
<br />ESG. If'I=.
<br />1~P9 W. FAlfdtfH.Jt<!3 AVc...
<br />WINTER PARK, FL 32789
<br />
<br />OCT 1 7 2005
<br />
<br />CA :# 8886
<br />j~ lEE SM 'TH, PE =1ft 36177
<br />
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