HomeMy WebLinkAboutAPPLICATION & IMAGES - 06-00169 - Cedar Ridge Animal Hospital - Sign
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°"' ° ~ 12 N. CHfitB~ (PQ Box 2801 PhBrle: 208-3°.~~3020 X31'
Rsxbur0. Id+sha 83440 Prx: 208.3-9022
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Application for Sign Permit
Fixed Sign~ge
.Appiicat~t Information
Date of Application: •-.~,/ 3 06 Permit Number:
C7wner Name: CEDE ~P-iDeF i4a~i~w~ t`fiSpirrrc_
Site Address; ~o ~~ E7L~t~e~do~ _ D¢- __
Pviailing Address: ~o7G ~7~-l~a,~1~~ ° City/State/Zip_ ~~CE3y,~r-G > IO,_~3yY0,
'Telephone: .~~1- 26 Z''-1.~ Mobile• ~ ___~
Contractor Ynformation
Contractor's Marne: ~/6 hJ -~LV ~' ~ /it/L•
Contractor's Addrrss: / 7~Z S. ~ ~~r-•c ~J-/City/State/Zip- ~a~,.~ ~~S . ! ~ g3Ydz---
C.otatrartar's Telep;~one; _~/L,u sZ Mobile: G l/-75'y`
Sign Information
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Sign area eq. tt: _ ~~• 7S ~ ___~ Sign Height (from ground}; /
Sign Descriptions: ~~®,..v.•...~...~ r,,,~~
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Fora 51gn Permit it is rna that you have the following infvrination:
Z_ sets of elevation drawlnQa of a :rfg_n, & ( of plats i~,~~ icabl¢)
Drawn to scale with dimensions
And complete construction materials
Footings if applicable
Engineer stamped if requixed
FREE ~Tsa-.~IDING 6IGN
^ P1Ct Plan to scald showing:
a} Building location
c b) Lot size
c e) New sign location
o d) Dimensions to sign from property lines
c e) Parking ]at entrances
a ~ Distance of sign from right of wav
o g) Existing Signs location & arch
a h) Is sign Lighted? Yea (must meet state e.
Fec. $100.00 - S?5.00 refundable at ti~
Si.Srtatttre of
WALL 5IGN~
~ a) Sq. footage of wall (sSgn on)
a b) Existing signs dr area
~ c) New sign Bt axes
U d) Location of sign on wall
o e) Is sign lighted? Yes (must meet state elecdrical code)
(sign must be in legal zone for ltgJyttng saran type)
in l¢ aI sane for lighting and type)
f comp e d sign,
Note: This document is for ~ Jcanon qurpoeei on y e ego a ~ arm mint be sdgned by city oft5ctale bat's s~g~s i9 s{pproved)
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145' LOT
Descript: DESCR1PT10N
Ref: Manua! Of Steel
1) sign fact
2} rock bade
3)
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STEEL COLUMN DESIGN
ONLY,' NOT TO BE USED FOR COMMERC
~nsrrucrion, A1SC 9th Edition
Areas Subject to wind Forces
Height Width Area
ft R
3.50 4.54 15.75
2.00 7.00 14.00
1A
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Calculation of Design Forces at Crltfca/ Heights
ft M #' V# ft M #' V
~ gra a 2,255 723
Column Support Design Table
# of Columr+ Column Length Start End Sleeve S act
Cds Type Size Elev Eley Depth
(~) (ft)
(P,TS~ (~) (in1 (~n~3)
~_
- 4 is 3XX 18 NIA 1.73
end
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4/3/2006
1:38 PM
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1:38 PM
LATERAL BEARING PIER AND CAISSON FOOTINGS
Project: FOR ~UCATION ONLY; NOT TO BE USED FOR COMMERCIAL WOR~
Descript: DESC lPT10N
Ref: Uniform Buildin Code 1994 Sec. ? 806.7
# Footings= 1 MomenttFooting, M= 2,25 Ib-ft
Pass lat soil res,i q= 200 psf Composite Centroid, h= 3.12 ft
Equiv Concentrated Load, P= M/h= 723j Ib
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Rectangular Pier
Width, W= 7.5 ft, parallel to sign face ~
Length, L= 2.0 ft, perpendicular to sign face
Depth, D= (A/2)~1+ SQR(1 + (4.36h)/A))= 2.1 ft
S1= (2)(q}(D/3)= 269 psf
b- Sgrt(W^2 + L^2)= 7.8 ft
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