|
<br />~ ')
<br />~o t.J ^.rr:::::>A"1I 0 ,j C,.4. L t.::: U LA-j-{ 0 ~ -.s ~V r""
<br />~As wogL-V .. 12.
<br />3 ~4'9'1 CI+Y ~~ I 1?4 E:.
<br />z= ~FH YI2 HI LL<S l.pl.- -=33 5040
<br />General !nformati~ of Sig:---: Loads, L.c.-.gth, ~"'r-::i:! \/clcx::~tj,'t
<br />
<br />S~gn He~ght (Feet):
<br />Sigr. Width (Feet):
<br />Top of Sign (Feet):
<br />Columi Width (Inch):
<br />
<br />Center of Sign =
<br />
<br />'";)
<br />..;
<br />
<br />')('\
<br />.:.~
<br />
<br />17.5
<br />10
<br />
<br />~5.00
<br />
<br />Horizontal Load per Sq.Ft. = 24.00
<br />Horizontal Vector (Lb.) = 1440.00
<br />Adjusted Total Vector (Lb.) = 2422.00
<br />~~~t Created by Sign (Ft.Lb.) = 38752
<br />Mo~ent Created by Sign (I~.Lb.) = 465024
<br />Total i~SU~~ Column Weight = 1312.50
<br />
<br /><1> Shape Factor =
<br /><3> Concrete ~~. =
<br />
<br /><5> Steel Stress = 24000.00
<br />
<br />1.40
<br />11':n nn
<br />.vv.__
<br />
<br />Required ~~tion Modulus
<br />
<br />Distance fro~ Top
<br />
<br />Center of
<br />5.00
<br />10.00
<br />
<br />Load
<br />
<br />15..00
<br />
<br />/'),
<br />.....:.."
<br />
<br />E.::rt~ ~~k~ight =
<br />C~: "trJt" ,1Ft"
<br />
<br />1"') 11
<br />.~. . i
<br />
<br />10 17
<br />,....... I"
<br />
<br />/A'
<br />............
<br />
<br /><6> ~"'Jind Mph
<br />
<br />ScctiOii Mod~:~s
<br />
<br />6.0S
<br />
<br />Reqtd Section ~ulus of Base CC:Uil1ri = 19.376
<br />
<br />~+-~
<br />..::......~.
<br />
<br />100.00
<br />
<br />71': nn
<br />ioJ.v\.)
<br />
<br />110.00
<br />
<br />'";)071':')
<br />...;w......J...:..
<br />
<br />Adj~St8d Total Vector (~b.) =
<br />
<br />2422
<br />
<br />c+-~
<br />v"' ,
<br />Depth
<br />1 ') 1 1
<br />.e:..... I I
<br />
<br />9.59
<br />
<br />8.07
<br />
<br />5.92
<br />C nl':
<br />v.v.",)
<br />
<br />I': '";)0
<br />.",). JU
<br />
<br />11 011
<br />'"T' .u.......
<br />
<br />4.40
<br />
<br />4.04-
<br />3.'73
<br />
<br />3.46
<br />2.23
<br />3.03
<br />
<br />') 01':
<br />~. '....v
<br />
<br />'} en
<br />
<br />Cu.Yds,
<br />
<br />Footing,
<br />Cerie . ~AJt .
<br />
<br />Footing Size & Wcigh~
<br />
<br />~omcnt (Ft.Lb.) =
<br />
<br />Req'd Counter,
<br />l\cting Force
<br />
<br />c+-~
<br />i \-~,
<br />~AJi dth
<br />
<br />4844-
<br />5055
<br />
<br />') nn
<br />~.....,\J
<br />
<br />') I':n
<br />~....;v
<br />
<br />7266
<br />8477
<br />9588
<br />:0899
<br />112110
<br />13321
<br />14532
<br />1 C''':'/l. ':1
<br />.....; l-"...J
<br />
<br />3.00
<br />'";) I':n
<br />....,....Jv
<br />
<br />4.00
<br />11 I':n
<br />"T.JV
<br />
<br />c:: nn
<br />oJ.....,""
<br />
<br />I': c::n
<br />....,. ....,v
<br />
<br />C nn
<br />v.....,v
<br />
<br />C I':n
<br />v....;....,
<br />
<br />15954
<br />101h'k
<br />,v.vv
<br />
<br />7.00
<br />
<br />:.5C
<br />8.00
<br />8.50
<br />
<br />10'";)7C
<br />,...,jVI_
<br />
<br />20587
<br />
<br />"117(10
<br />~ :.J'-,
<br />
<br />n ('\('\
<br />..:....-.'-""-'
<br />
<br />'1.79
<br />
<br />7266.00
<br />9082.50
<br />:0899.00
<br />10711': 1':("\
<br />.~ t I...;.....;""
<br />
<br />2.24-
<br />2.69
<br />'";) 111
<br />v. ........
<br />
<br />'";) I':n
<br />J....;.:;..
<br />
<br />14532.00
<br />
<br />4.04
<br />
<br />1C'";)AO I':n
<br />IV....;...,.U....;""
<br />
<br />A An
<br />'"T'._'::'-
<br />
<br />101CI': nn
<br />.......v.....;.""v
<br />
<br />4-.93
<br />
<br />I': '";)0
<br />....)....;u
<br />
<br />:9981.50
<br />
<br />21798.00
<br />
<br />I': 0'";)
<br />....;.w.....;
<br />
<br />23614.50
<br />')I':A'";)1 nn
<br />c:.......;.........; .v......
<br />
<br />C ')0
<br />_.c.:............
<br />
<br />C 7'";)
<br />v. I......
<br />
<br />27247.50
<br />29054..00
<br />
<br />7 10
<br />... .........
<br />
<br />..., C')
<br />.........c.:..
<br />
<br />'";)noon I':n
<br />,..."....vu...... "';v
<br />
<br />o r'l'7
<br />
<br />~O,,),:::()'7 r'lr'l
<br />....,c.:...v,;;.. I
<br />
<br />Round Ftg
<br />
<br />Diameter
<br />') ')c
<br />~.c.:...v
<br />
<br />') 0')
<br />~.u~
<br />
<br />'";) ?n
<br />....;.....,;j
<br />
<br />3.95
<br />A 1':1
<br />.........),
<br />
<br />I': no
<br />...;.v......
<br />
<br />c:: CA
<br />...., . v.....,..
<br />
<br />5.21/,
<br />C 77
<br />v. .. .-
<br />
<br />7.33
<br />
<br />7 n('\
<br />... .;.;,.......
<br />
<br />o A C
<br />w. -rv
<br />
<br />9.03
<br />9.59
<br />
<br />in 1C
<br />
<br />~\~~
<br />,t~)M~1
<br />
<br />) I\./
<br />",,:U \ld(l \.J ,~_lAf2c IA I fE
<br />
<br />-, ;',' - I \"J C:::C"..;...,~"" i '^ 'J"'-
<br />t'" i, . " ,-v"-'.v~. ~\"'....
<br />
<br />\} ,,' J , ,11 c1' ~~~.j t: VL J..I--- L,._
<br />
<br />~~SGo
<br />
<br />( r 1~.,..i ''', .....1 ,..-:; .1 _ // --, (i-
<br />C' ! -') ~~.. j c1- ~ ~ c?? '=-'
<br />
<br />,;, c'l/1;;'
<br />
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