SGN1995-00099 , .•
i ary oF TIGARD
COMMUNITY DEVELOPMENT DEPARTMENT EZIGN 7 :"'"717.T
13125 SW-Hall Blvd. Tigard. Oregon 97223.8199 (503) 639-4171
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PERZ'AU.INT (X) FRE=ANDING (X) -1 -"Re2WAY (Y)
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3THER ( ) BILLBOA ( )
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Pest No. '614 - 00`6
CPTY OF TIGARD
SIGN PER1 T APPLICATION
The applicant hereby applies for a permit for the work indicated or as shawl in the
accamparrying plans and specifications.
SIGN LOCATION ADDRESS: 15650 SW Upper Boones Ferry Rd. ZONING: CG
NAME OF BUSINESS: Burgerville USA #40
APPLICANT /AGENT: Ray Brayton COMPANY: ES &A, Inc. PHONE: 598 - 7410
The City of Tigard imposes an annual Business Tax which must be kept current on all
persons doing business in the City. Do you presently have a current business tax?
YES ( ) NO (}) U.L. Label i
PROPOSED SIGN: (Check as many as apply)
PERMANENT (1`) FREESTANDING (/) FREEWAY ( )
TEMPORARY ( ) W IL ( ) ELECTRONIC ( )
OTHER ( ) BILLBOARD ( ) BALLOON ( )
SIGN DIMENSIONS: 14'x10.5' EXPIRATION DATE:
TOTAL SIGN AREA (Sq. Ft.) : 147'
WAIF, AREA (Sq. Ft.) :
ALL FACE:
HEIGHT (Ft): 35'
PROJECTION FROM WALL:
ILLUMINATION: YES (X) NO ( ) TYPE: flourescent /neon
COPY: Burgerville USA
MATERIALS: Acrylic, Aluminum, Steel
EXISTING NG SIGNS:
ACHENISTRATIVE EXCEPTION: N/A ( ) APP1 JVED ( ) HOW MIXIi
AREA ( ) HEIGHT ( )
(JOWLS:
PLANNING DEPAMMENr All sign permits mist he accompanied by a sr e
Permit Fee: 5 ,5. 0 0 Q tQ drawing and plot plan. If work authorized under
Receipt No: ct —3.1„(,) 3 • a sign permit has not been Deleted within ninety
• •;•roved : , '1 ,, days after the issuance of the permit, the permit
Date: (p C) 7 shall become null and void_
ELECTRICAL PERMIT I CERTIFY 'MAT I • THE RECORDED OWNER OF THE
REQUIRED: YES ( ) NO ( ) PROPERLY OR ok+' AUIHO' -pp BY THE OWNER.
Pi, IA C( S -00) fr
BUILDING PERMIT
REQUIRED: YES (i) NO ( ) Applicant i■ . •
12725 SW 66tf Avenue 508 -7/10
cp/BKMPE RMT Address Telephone
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DATE 5 /
NOINEERINO, LAND SURVEYING, BUILDING DESIGN Ti4.412.3) b p.Flaoki CO MPUTED BY . 3 A V
/
506 N. NINTH STREET COTTAGE GROVE, OREGON 97424 � +
TELEPHONE' (603) 042•0120 FAX: ($03) 642.7935 CHECKED BY • 't"
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• ' 06/05/95 CIE: 09 Z 503 942 7935 GEONAX INC --> EUGENE SIGN P.02
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. PROJECT JOB NUMBER
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DATE
NGINEERNG, LAND SURVEYING, BUILDING DESIGN "Tt 6 , Og. COMPUTED BY
806 N NINTH STREET COTTAGE GROVE, OREGON 97424
TELEPHONE 1503) 942.0128 FAX (503) 942.7935 CHECKED BY
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IN ^ ASUFT: S!.....1::::T1:''F:01:'' - 8e11eral• Secti Properties
Version 2.0 - 05 r �
/18/94 - C5.1 ���\
Copyright (C) 1986-1994, INT1 Inc.,
Boca Raton, i . 'L 33432 (407) 394-4257
User # Y|
95005� .
GEOwAv OF OREGON / JEFF VAN DENEIKHOF ��a / O -- � K�0.2.0
COTTAGE GROVE DE: 97424 |` .
|| �
•
|
Input data filename: 95126 �
{
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: �
DATE: 6- 1-1995 TIME: 9:19:27
|l !
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Job Title: ES&A - BURGERVILLE USA � /
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INPUT DATA
.
=====.==== / .
!\
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i
Figures with Known Properties '!
• �
--------'-------------------- '
i| '
# X CENT Y CENT
FIG SECTION TYPE (in) (in) |
-------------------------- ----------- _ __' --�]-
1 ARBITRARY .009 .000 �� le.
2 ARBITRARY .000 166"000 oo 0 /l 8
3 ARBITRARY 20.000 ^000
4. ARBITRARY 20.000 166"000
INDIVIDUAL FIGURES RESULTS
.......,...=....��......====
NON-TRANSFORMED SECTION PROPERTIES `
.
# AREA I X-X I Y-Y I X-Y
FIG (in^2) (in^4) (in^4) (in^4)
---------------'------------~--------------------------
1 .9350 .5520 "5520 .0000
2 "9350 .5520 .5520 .0000
3 .9350• .5520 .5520 .0000
4 .9350 .5520 .5520 .0000
COMPOSITE SECTION RESULTS
. ..���������������������
TOTAL AREA <AREA> = 3.7400 in^2
CENTROID:
"X" COORDINATE <XCG> = 10"0000 in
"Y" COORDINATE <YCG> = 83.0000 in
.
CENTnnTnA| AX?q TmFnT?A nPTCTm4| AxT5.; 11\11:4,!TT
0./05 9` M.-!!'23 $ 503 942 7935 GEG19Gl 1H,: P.01 „Jo P. -If rc:�
Determine Sx values at Various Heights
sign - sig w w sign R 178
Width pole
W pole :” P pole' -'^ 12 w pole 27
a:= 0,1..Height
M if a5h, wsigna w - h)2 + ` a - ()j
r (-
)j1 2
H :=Height- a
•
Mg 12
0.66.f
H M S Moment at Base of Sign Cabinet (ft-#)
®Q 0
89 0 M: 1 sign 2 M 17483
357 0.2
803 0.4 Section Modulus Required at Base of Cabinet (In
ED 1427 0.7 M• 1
30 2230 um
El 3211 1.7 S - 0.66•f S x 9.1
Ei 4371 2.3
® 5709 ca
26 7225 3.8 •
El 8920 4.6
24 10793 5.6 •
Ea 12845
® 15075 11
J 17483 gm
20 19994 10.4 •
22533
Eag
3 225099 LEI
Eli 27692 14.4
16 30313 Egg
® 32961 Eigu
m 35637 18.5
• 38339 19.9
m 41070 ma
Ea 43827 EED
10 46612 ma
9. 49424 25.7
52264 27.2
55131 28.6
58025
IA 60947
O 63896 ma
66872 34.7
a 69876 36.3
• 72907 37.9
0 75966 39.5
TEL: Jun 05,95 10:06 No.011 P.02
kvEF
Pole Sign Design Client: ES&A
Job #: 95126
Dead Load of Sign (#) DL : = 10o0 Date: 5/31/95
Dimensions of Sign ( #) 11:r, 14 w : =10.5
Height to Top of Sign (ft) Height :=33
Width of Pole Cover (in) Width po ;r-
Strength of Steel (psi) f y = 35000
Strength of Concrete (psi) f . ='2500
Depth of Footing (ft) Depth : =10
Length of Footing (ft) Length := 3
Width of Footing (ft) Width := 3
Lateral Bearing Pressure of Soil (psffft) Pressure : =1
Concrete Density (pcf) dea.,conc : = 150
peter/plat Wind Loading
Force on Sign C =0.74 C : = 1 .4 q =16.4 1 := 1.0
P s := C P s °17
I' sign : = sign 4w F s = 2498
Force on Pole C =0.65 C :1.4 q =16.4 I: =1.0
P pole : =Ce•C(0s•I Ppole `14.9
width l
F pole ;' 1 pole (l; Ieight - h).- lz pl D 575
Moment at Base of Sign (ft-#) Am, := Height - ( M ' 75966 max
Steel Section Modulus Required (ins)
M • 12
S := 8=39.5
(0.66.5)
Determine Adequacy of Footing
M := M W footing := deu ooncDepth•Width•Length W footing = 13500
Soil Resisting Force ( #) F :- Pre re•Depth x . F =22500
M r;- (3).F.DePlh f oot i ng +
Width
Mr =171750
D/F HI -RISE SIGN
35' TO THE TOP OF SIGN •
SCALE: 1/4" . 1' 10-6"
CAB. ILLUMINATED "B" LOGO. 42
2" RETAINER - 3" RETURN.
PAINT RETAINER AND
8 ' - ' 1 " RE URN SILVER.
CRITICAL
6' RADIUS ON CABINET "B" LOGO
"B" LOGO WITH 3"
:'�':i '? r:'• i t''
:.. ; i `'' : ` DEE P RETAINER.
;'' ":, ':i . 1r, TEXTURED UMUM - PAINT SILVER.
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BuRGERVI I i ; . 2' � :I
7 : - .. ., i "BURGERVILLE' " . :;' AT T/M STEEL SO. TUBE
8" PIPE SLEEVED THRU CAB. .,•.,::....:,..;:;•.;,:
WHITE REFLECTIVE PSV
3 , - /111 F: b tiS .
V ON A BLUE ALUMINUM •`.':
BACKGROUND. `.;1: ::
35' ,.• D/T NEON ON COPY.
. I
- 2' 15" OP ErI ..
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,,:' ::_::; "r " OPEN " CABINET: ;;'! '' .. . .. . . V
.......... ;:. WHITE REFLECTIVE PSV I:' :::
ON A BLUE PAINTED CABINET. :•:;:i:::-,';•i•
DR WHITE NEON OVERLAY. :;I, •
. . 21'
. 6 ''.
, r
TEXTURE COATED SHT. METAL
POLE COVER. PAINT T/M :i< =; ?=; ;r: !
LIGHT GRAY OF BUILDIN > `...`. " :. I '' .: ;
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MI II11 TAI ' .1IIIIn1IIII I 18”
3' BY 10' CIRCULAR FOOT!
14" ROUND SCHEDULE 40 STEEL PIPE
VERIFY WITH ENGINEERING
MANUFACTURE AND INSTALL ONE D/F ILLUMINATED SIGN.
TOP CABINET: "B" LOGO 15 WHITE ACRYUC WITH A 2" RETAINER AND A 3" RETURN
THE FACE SHALL BE WHITE LEXAN - NOT TO EXCEED 8'-4" IN WIDTH.
THE GRAPHICS SHALL BE FIRST SURFACE PSV.
TOP HALF OF LOGO: 230 -33 RED
BOTTOM HALF OF LOGO: 230 -157 BLUE
LEAVE A 1" WHITE BORDER AROUND ENTIRE "B ". •
THE "V" SHAPE IN LOGO SHALL BE WHITE.
"6" LOGOS SHALL BE MOUNTED ON AN ALUMINUM FABRICATED CABINET.
CABINET FACE AND SIDES SHALL HAVE A TEXTURED FINISH PAINTED TO MATCH BLDG. W /6" RADIUS CORNERS E.
INTERNALLY ILWMINATE CABINET WITH 800 MA HIGH OUTPUT LAMPS.
SIGN AND AWNING CO.
" BURGERVILLE" CABINET: ALUMINUM CONSTRUCTION WITH A SMOOTH PAINTED FINISH. W/ 6" RADIUS CORNERS 12726 SW 66TH AVENUE
CABINET COLOR: BURGERVILLE BLUE #API 91294. PORTLAND OREGON
"BURGERVILLE ": REFLECTIVE WHITE P5V APPUED FIRST SURFACE ON FACE. 509598-7410
DIIAW■O #: 95258 -8
. ALL COPY SHALL HAVE 5/T 13MM CLEAR RED NEON PEGGED FROM FACE. REVISED 6 -31 -96
THE STRIPE ON EACH SIDE OF "USA" SHALL BE 8500,13MM WHITE_ ALL COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS RESERVED. THIS
DOOUML'NT 1$ AN ORIGINAL AND UNPUBLISHED WORK PRODUCT OF EUGENE SIGN AND
AWNNO. THIS WORK SHALL NOT BE DUPLICATED. COPED. DISCLOSED. OR USED N
"OPEN" CABINET SHALL BE ALUMINUM PAINTED BURGERVILLE BLUE *API 91294. ODNNECTaN WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PRODUCT
FOR 'MICH 'THEY VE NEN FIREMAN). THEY SHALL NOT BE ASSIGNED TO ANY NERD
COPY: WHITE REFLECTIVE PSV WITH DOUBLE TUBE 13MM RED NEON. PARTY WITHOUT Pa W OBTANING THE EXPRESS SMITTEN CONSENT OF EUGENE SEN
AND AWNING. VISUAL CONTACT WITH THIS DOCUMNIT SLIM. CONSTRUTE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
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