HomeMy WebLinkAboutPermit S05-070 - STARBUCKSSTARBUCKS COFFEE
13038 INTERURBAN AV S
505-070
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670
PERMANENT SIGN PERMIT
Parcel No.: 0003000110
Address: 13038 INTERURBAN AV S TUKW
Suite No:
Permit Number: S05-070
Issue Date: 10/25/2005
Permit Expires On: 04/23/2006
Business
Name: STARBUCKS COFFEE
Address: 13030 INTERURBAN AVE S, TUKWILA, WA
Property Owner:
Name: CIRCLE K STORES INC(PT #U-6
Address: P 0 BOX 52085
Contact Person:
Name: SHAWN BOWEN
Address: 2730 OCCIDNTAL AVE S
Contractor:
Name: TUBE ART
Address: 2730 OCCIDENTAL AVE S
Phone: 206-903-8224
Phone:
Phone: 206-223-1122
Phone: 206-223-1122
DESCRIPTION OF WORK:
APPLICATION FOR ONE FREEWAY INTERCHANGE SIGN. APPLICANT SUMBITTED ENGINEERING CALCS FOR THE
PROPOSED WORK.
Fees Collected: $184.00
PERMANENT SIGN:
Zoning: C/LI Sign Type:
Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4
Wall Area (sq. feet): 0 0 0 0
Wall Sign Size (sq. feet): 0 0 0 0
Sign Lighting:
Face Residential Land: N N N N
Freestanding Sign #1 Freestanding Sign #2
Street Frontage for Entire Lot: 200 0
Building Height (feet): 25 0
Sign Size (sq. feet): 117 0
Sign Height (feet and inches): 98' 0" 0' 0"
Setback (feet): 10 0
Number of Sign Faces: 2 0
Planning Division Authorized Signature:
3
Date:
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and
ordinances governing this work will be complied with, whether specified herein or not.
THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF
doc: Permsign
S05-070
Printed: 10-25-2005
Brandon Miles Starbucks
From: Brandon Miles
To: shawnb@tubeart.com
Date: 10/6/05 4:46PM
Subject: Starbucks
Shawn,
The City has recieved the sign permit application for the freeway interchange sign. The application has
been routed to building for structural review.
The freeway interchange sign does not count towards the total number of signs that are permitted for
starbucks at the site. They can still have two wall signs, or have a wall sign and an actual freestanding
sign along Interurban Ave South.
Brandon J. Miles
Assistant Planner
Department of Community Development
City of Tukwila
tel (206) 431-3684
fax (206) 431-3665
bmiles@ci.tukwila.wa.us
CITY OF TUKWILA
MEMORANDUM
TO: Building Division
FROM: Brandon Miles, DCD
RE: Starbucks Freeway Sign
S05-070
DATE: October 6, 2005
Attached you will find an application for a freestanding sign. The scope of the work
requires structural review.
Please provide comments by October 20, 2005.
Thanks.
NLS App Vrc -4-e ct^
i1.. kre
City !oiukwila
Department of Community Development
6300 Southcenter Boulevard, Suite 100
Tukwila, Washington 98188
(206) 431-3670
Ak b3 3-c7 o
PERMIRECEIVED
DATE: OCT 04 2005 l°' 5)
DE—v MUNITY
PERMANENT SIGN PERMIT APPLICATION
Please print ti
ST,A..eGoC KS � 13,:=:.3. INT z.ol2t,� AVE-• •
Business Name Address of Sign
To(3.e-rSµAwt.) 2 -?) ,c, SIA S _
Applicant/Contact Address, City, State, Zip HT1 =- ct6\
—1 ff�-
Contractor
Address, City, State, Zip
2e5,69.05 .8224
Phone
Zo 6z23 I 1 Z2—
Phone
Phone
CHECKLIST
d' 3 sets of plans (dimensioned and scaled), including .
site plan showing:
• Property lines
• Streets
• Buildings
• Locations of all existing. and proposed signs
Sign elevations with area calculations and dimensions
0 Building elevations (for wall signs)
Supporting structure and method of illumination
_IT—. One copy of valid Washington State contractor's license
$100 application fee per sign, or 50 cents per sq. ft.,
whichever is greater.
See back of form for examples
Is your sign a:
,(]r Freestanding sign 15 or more feet in height
,,B—Pole sign with face 30 square feet or more in area
0 Wall sign weighing 400 pounds or more
If any of the above are true, the application must go
through structural review.
STRUCTURAL REVIEW CHECKLIST:
.eEr$84 for structural review (if actual cost to the City is
greater, you will be billed when you pick up your permit).
Construction details to describe the proposed foundation
or wall attachments (see back of form for examples)
Structural calculations for the sign shall be prepared by a
Washington State structural engineer
SIGN DESCRIPTION
How many signs will list this business? Freestanding A1C -
Did building go through design review? 0 Yes
Wall --
WALL SIGNS:
#1
#2
#3
#4
Wall area (length x height) whet he sign will be
mounted? (square feet)
Sign size(square fee#)
Does sign facer sidential zones or public facilities? (Y/N)
Exposed n)ton tubing is not allowed within 200 feet of
LDR, MDR or HDR zones.
Does wall sign weigh more than 400 pounds?(Y/N)
'Sign illumination (internal/extemal/none)
FREESTANDING SIGNS:
#1
#2
Street frontage of the entire premises where the sign will be located (feet). Generally, only
one freestanding sign is allowed per premises.
1.470
Height of building (feet). Generally, signs may not be higher than the building with which they
are associated
25-
Size of sign face (square feet). Structural review is required for pole signs with faces 30
square feet or more in area
11-1
Sign height (feet -inches). Structural review is required for signs 15 feet or more in height.
9.5'0"
Distance from closest edge of sign to property lines (feet). Generally, signs must be set
back from all property lines a distance equal to their height.
to '
Number of si . n faces
INSPECTIONS
.x/
If the sign needs structural review, the applicant or installer Is required to call the Building Division at 431-3670 for footing or bracket
inspections. Footing inspections must take place before concrete is poured. Bracket Inspections must take place before sign is
Installed.
A structural inspection is required for all signs when Installation is complete. The applicant or Installer is requiredto.cali the Planning
Division at 431-3670 for a final inspection.
It is the responsibility of the installer to obtain the electrical permit and inspections from the Washington State Department of Labor
and Industries at (206)248-6630.
SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE.
I HEREBY CERTIFY that the above Information furnished by me is true and correct under penalty of perjury by law In the State of Washington, and that
the applicable requirements of the City df;iTukwila will be met.
05—
Date
Zoning:
Planning review by:
0 Denied
0 Issued
0 Issued with conditions
Structural review required?/j j Yes ❑ No Structural review by:
10 2406-
I6'•
1 .
JLik.;i.1a Train&
1 .J
.1
►I
ign •Area Sign Area Is calculated by constructing a polygon around.
the -Sign -Us -trig- right angles.
lg
Store
\
\
e \'
\
\\
\
\
\
\ \ \
• \
\
\
- a
\
\
.�
\\
\
1 U111A11
Building Elevation
• Wall Area Is calculated by multiplying the •
Iehgth and height of the tenant space.
–1)
ExlstIng .
•I t . 1.111 U 1 I. I n S'IJt_l 11 11 11 1 1'ropatly Lines ..,N Wes1VollnyllAvy. '
SITEIt,EASING pLA.N
Slto Plan
.
•
Show applicant space 'and-alf existing & proposed signs.
Alt POIt1 Att0 ten ....n11 Ont 01 A1rn0110 Ano
Nllt IIAIl Atm 10C11. IO.nin° AND It1011t0A1. 00011
111/11 YllAI 11111no • 10011 1.111101
Pk11 Ult?A
11111A1t/ .
•
tat µtAM t*tt
401101
OlAtl 11NN
two 1 Pt• loot l m(01110
IMlllr1
11 0(00 C04t11O1On
^ tut l4 CpgU1
A^.......Ito1,Ita1 l 110
tlwtl,Olxtln 004
1 tA/1l t 001 tl (011 I.O I OV I n
1001 101.1
�•–�-..� 1..1._
t11C1t1H Intwtl t)1r11101 WI
MCI AI Intin U linin
MOU' PA0111111n
•, )014th IL •
W n o.0IIb
Wall Mount Detail
For all wall mounted signs over
4001bs:.
-Y-
itl p1 -ret l
A.40t.0.1
'Ib Pct.1 A0 AT-VAu1Cp'IU
d1011J W/ %• Milt aur -
Cut 40 rote-
Gryuat_ .
—I•.L �,'t►.
Footing Dotal!
or all Freestanding Signs
EX AMUIPI RF(I III n !Int).
nr�nn n r11irlmi
•
REGISTERED AS. PROVIDED BY LAW
CONST.: -CONT. GENERAL
REGIST: #: :..EXP. ``DATE.:
CCO1 TUBEAD*311QS.06/30/2200
EFFECTIVE ::DATE 11/10/=196
TUBE ART- DISPLAYS.:INC°'
2730 OCCIDENTAL AVE S
SEATTLE;;TA 981'
Signature
Issued
ReceiveD
OCr 0 5 Z005
AS �muN
E�o MENT
6'.
9..'
♦
ATMENT',OF LABOR AND INDUSTRIES
LICENSED AS "PROVIDED .BY LAW AS
ELEC CONTR SIGN
: LICENSE # ,>,;EXP .:DATE
ECO4 TUBEADI110NH108/08/2007
EFFECTIVE:. DATE ;'f''k08;./08/1989
TUBE ART DI;SPLAYS ;INC;.
2730 OCCIDENTAL AVE<`S''
SEATTLE24,1333
Signature
Issues by DEP
4i7'()!i AND INDUSTRIES
((-07A--
cla,j 6,f .11.4-i/U_
i�
(/-
itt lea
INLAND ENGINEERING & CONSULTING, INC.
Structural &'Civil Engineering
4883:EAST LA.PALMA AVENUE -
ANAHEIM, CA.92847
Tel. (714) 777 77Oa
FAX (714)777-M3
SUITE 501-A
RECE%VED
PREPARED FOR:
PROJECT
tcl 05 nos
DEVE OPMENT
STRUCTURAL CALCULATIONS
5`1RESocheeezz
SHT. # 1 OF g
JOB # Vit' 22— x R
STA R a cs
Yt1 kWi .
OA's E
SUBJECT
CHKD.
STA t3 Vae-i
vi i t.A :l )
SHEET NO: 1
JOB NO: 114122- -A,R
D .0AL If3c4.-18
8
QAS�c. wrrlD .S?EED V= .16 Melt ( 3 G-vsr) 7-5Xpa.''c
9g.s-rtx.11111111
l2„�
q G4c KA
G=
tv/1:1/ ).16,‹
1c .3g
Eq. 6-20
1'$ce -9
21ab.6.=ti cp 1.Z
RSce 712
kat :1 0.
E. 6 -►3
l4-5Ge } 9g
1,4-- rowid
0.00.256 '.. (). 6) .0 (p.g S) ( 10) -!
Fess - (2-2--!..21)(1:o) (10 g4 A ., 2o.65 ps-c ;:
Poths
o 2..2 24 p=s:
t0 t 1t a
o ,5 Pry 0.'D2.5ta(ogS�(i.c)( 5)(1a)i(t ) 41f:9$yF=tti;q$.(Jo)(i F '1 -1,12 -Pc_
44. s
�s'
R5:
$:o_104 .qs
TPS
19.21 p : (9,2! = 23.o. g
11.03 Alat
1928,,E
Z0.72. AC
s ` $7.Gp AV.
•
4 ttet2-:P p_ �, y_ry• 73.10A
4
'21.3.3 1"54".----> _,.
2t,g6 —* F =2f, & a . E±. 23
INLAND ENGINEERING AND CONSULTING,INC.
SUBJECT 576 k eue.k.6
rukilitt-44 w
BY
CLIKD
SHEET NO. 3
JB NO. Iflt
•
PW L W SHAPE AREA FORCE •H MOMENT
• (PSF): FACTOR'
2625
8.00
6.00
1.00
• 48.00
:1279.20
94.37
120,718.10 '
26.23
2.38 .
620
1.00
14.26 .
373.78
89.18
.33,33441
26.23
8.00
0.83
0.67
4.45
116.62
84.00
9795.71
2520
1020
1.33 '
027
' 8.91
228.12:
7500
17,109.12
24.74
10.00
2.33
0.67
1521
38622
65.00
25;104.05
23.90:
10.00
227
027
''' 17.89
427.55
55.00
23;515.09
23.05
10.00
267
027
- 17.89
412.34
45.00
18,55537
22.00,
10.00
227
027
1729 '
393.56
35.00
13,77463
20.72
5:00
3.00
027
10.06
208.24
2750..
5,726.49
19.88
5.00
3.00
• 027
10:05
19979
2230
4,495.37
19.03
5.00
3.00 -
0.67
10.05
191.25 ,
17.50
3,346.90
17.98
1500
3.00
027
30.15 -
542.10
7.50
4065.73
TOTAL HEIGHT
0817
IBC FTGINON-CONSTRAINED)
Sigma F =
Myna Pk=
X =
S, r:
4,768.8
279,5409
58:74
v
.4.,
114.64
per pok.
/ t- '"
) a„A.,...--
diameter
depth
ft. in. '•
4'
0
12
0
S= 1,266.2
A = 2.20
d= 13.02 . ---->
,
r ._, '
i 1 1 ,24
•KE/ if --0 ,
aini
A I 3 0
r41,077/tiC-- •Oat ii.
INLAND ENGINEERING AND CONSIILTING,INC.
SUBJECT S'T7 (3UcGc
7"i i4it/I 144 r
BY
CHKH
SHEET NO. If
JOB NO. t14i3 2 :X R
PW L W' SHAPE .AREA FORCE H MOMENT
(PSF). FACTOR
26.65
8.00.
6.00
1.00
-48.00
.1279.20
67.38 86,192.50
.26:23
2.W
6.00
1.00
1425
373:78
62.19 23,246.16
2623
8.00
0.83
0x67
4.45
116.62
57.01. 6,648.16
25:60
10.00
1.33
0.67:
8.91
228.12
48.01. 10,952.12
24:74
10.00
2.33
0.67
15.61
386.22
38.01.. 14,680.08
23.90.
10.00
2.67
0.67
"17A9 •
427.55
28.01
1 i 975.59
23.05
1000,
2.67
0.67
17.89
412.34
18:01
7,426.27
22.00
10.0Q
2.67
'0.67
1.7.89
393.56
8:01
3,152.40
:20:72
3.01
3.00
0.67
6.05:.
125.36
1.51
188:66
000
0.00
0.00
• 0.00
0.00
0.00.
0.00
0.00
0:00
;0.00
0.00 •
0.00
°0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00:
0.00
0.00
0.00
TOTAL HEIGHT'
• 71.38
Sigma F = 3,742.7
Sigma M =164,461.9 (' I-Srspe'
X= 43.94 Tye.... X01
Sr = 67.45;
() 32.' 0
.Q,: srrr.
IPS t
3
-32't In/.
aper
INLAND ENGINEERING AND CONSULTING,INC.
SUBJECT 5 rAiz 6 ficts
rutemi.44 !
BY
CHKD
SHEET NO.
JOB NO. It3/4 --x
PW ILW SHAPE AREA FORCE H MOMENT
(PSF) FACTOR
26.65
8.00
6.00
1.00
- 48.00
1279.20
50.55
84,657.18
26.23
2.38
6.00
1.00
14.25
373.78
45.36
16,953.61
26.23
• • :8:00
0.83
0.67.
4.45
116.62
40.17
4,684.88
25.60
10.00.
1.33
0.67
8.91
228.12
31.18
7,111.89
• .2414
10.00
2.33
0.67
15.61
386:22
2t1a.
8,178.13
23:90
10.00
2.67
0.67
*` 17.89
427.55
11.18
4,777.84
23.05
6.18
2:67
0.67
11:05
254.62
!3.09
786:14.
0.00
o.op'
0.00
0.00
0.00
0.00
0.00
ODO„
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 -
0.00
0.00
0:00
• 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0:00
0.00
0.00
.000
0.00
0.00
0.00
0.00
0.00'
0:00
TOTAL. HEIGHT
54.55
Sigma F = 3,066.1
Signia M = 107,149.5 Z-ra srt.ce:
X = 34.95 Tom (.�T.
= 43.94
7_'�q
-12 STL.
(t
P6 (S
.. 3
7.12, IV.
O.k.
INLAND ENGINEERING AND CONSULTING;INC.
BY CHKD
SUBJECT S r -A -t .(3 ved144
Ti kwig / 4-4
SHEET NO. to
JOB NO. it'll 22-X
PW L W SHAPE AREA FORCE H. MOMENT
(PSF) FACTOR
26:65
8.00
' 6.00
1.00
48.00.
1279.20
37.84
48,399:81
2823
2.38 :
, 6:00
1.00
14.25
'373.78
32.65
1Z203.27
26.23
.8.00
0.83
0.67
4.45
116.62
27.46
3,202.77:
25.60
" 10.00
1.33 '
0.67.
8.91
228.12
18.47
4,21 .49 .
24.74.
10:00.:.
2.33
0.67 15:61
386.22
8.47
3,269:71:
23:90
3.47
:2:67
0.67 " 6.20
148:19 .
1.73
256.81
000
000
0.00
0.00 0.00
0:00
0:00
0.00 :
0.00
0.00
0:00
0.00 0.00 0.00:
0.00
. 0.00
0:00'
0:00
0:00
0:00 0.00 0.00
0:00
0.00
0.00
0.00
0:00
• 0.00 0.00 0.00 ....:
0.00
0.00
0.00
0.00
`0:00. '
0.00 0.00 0.00
0.00
0.00 ;
0:00.
0.00.
. 0.0ff.
Q00 0.00. 0.00.
0.00
0.00
TOTAL HEIGHT
41.84
Sigma F =
Sigma M =
X =
S=
2,532.1
71,544.9g
2825 Mori•
29.34
3 -rd s'ptre;,
{ a'i
.
((E) i to;0 0 D Sri-. fp
g (S =
40-C n
INLAND ENGINEERING AND CONSULTING,INC.
SUBJECT ' fi Q Y
rtkw Ll
BY CHKD
SHEET NO. 3 -
JOB NO. lilt E2 - X'R
PW L W SHAPE AREA FORCE H MOMENT
(PSF) .FACTOR
26.65
8.00
6.00
1.00
48.00
1279:20
24.71
31,61.1.59"
26.23
2.38 ...
6:00
1.00
1425
373.78
19.52
7,297.22
2623
8.00
0.83
0.67
4.45'
116.62
14.34
1,,672.26
25.60
10:34
0:83
0.67
5.75 .
147:23:
5.1.7
761.33.
:0:00
0:00
0.00
0:00
0.00
0.00
0.00
0.00 •
0.00
0.00
0.00
0.00,
" 0.00
0:00.
0.00.
0.00
0.00
0.00
0.00
0.00
0.00.
0.00.
0.00
0.00.
0.00.,
0.00,
0:00
0.00
0.00;
0.00
0.00
0:00
0:00
0.00.
0.00
0.00:
0.00
0.00.
0.00
0.00
0:00
0.00
0.00
0.00
0.00.
ADO-- •
: 0.00.
0.00
0.00
0:00
0.00
0.00'
"0.00
0.00
0.00
0:00
0:00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
TOTAL.HE{GHT
28:71.
Sigma F = 1,916.8 /.
Sigma M = 41,343.0 e 1+ su-
X = '21:57 VA aer
Sr =.16.96 .�
CSI lo�
.b:. SrL..('t
(t-ik
a
INLAND ENGINEERING AND CONSULTING,INC.
SUBJECT STA/2 et/edies
riJkwit
BY .CHKD
SHEET NO.
3013140. it ga -KR
PW L W * SHAPE AREA FORCE H MOMENT
(PSF). FACTOR
28.65
8.00 6.00
'1.00
1279.20
6.38
8,16.130
26.23
2.38 6.00
1.00
1448.
374.56
1.1.9
445.73
:0.00
0.00
0.00
0:00
0.00
0.00
0.00
0.00
0.00
0:06'
0:00
0:00
0.00
0.00
0..00
0.00
0:00
0.00.
0.00
0.00.
0.00
0.00
000
0.00.
0.00
0.00
•0.00
0.00
0:00
-0.00
0.00
9.00
TOTAL HeGHT
10.38
Sigma.F = 1,653.8
Sigma M =8,607.0 e mate4
X= 5.20
Sr = 3.53
ovjs0
1.0. Srt.
5 r7D;f
(scift-out5.10
16scR
041
4^
f2-
Bolt & Match P1
d
M
T
Ab
ft
12.00
8607.0
4303:5 •
0.334
3/1 01.13.
(19
< 2.Ato 413
12,884.8
3xtqfl
1.
2.00
Nlp
17214.1
0.479
b
16.00
0.424
K (If rat_
12'-O'
r
W/ 5)8' X THR1/4" UOLT5
O
TCOL. 1/2' 0 55..5. M.B.
TO FRAME
(N)$.10 id); ST-. St'? pipE
�Sci{FUUl6 f'o)
NCV✓ ALUM._ PRAMS CAB.
.. BY.OTNER5
(6) 1001,D, Sr1..('IPGCts= U,
9 81 4-i,
13'-1-1/2'
12'-8-1 /2'
1G-10*
(E).16•mo.D'STL. p(p6(t- 4;r).
(E) 28' 00.0„ Src. pIp6 .(1'4'3/4")
co 32'00.O,.STL. FTE (r.:�y )
(E) 36'00.D. vrt..P,rE (r'1/2
i NAT. GR.
2""
12
-4().
I ;a1
(
6ENnW. NOM
1. 63191(1108• SHALL VERIFY ALL MENTON AND CON61T10N9.
2. STRUCTURAL PIPE MALL CONFORM TO ASTM ASCU, 'MTV ASS GRADE 'B' TYPE
MEE FY, SS ION. E.
8. 8TR 511103� MBE S 1AL? 011F'ORY TO ASTM A600, OPADE '0' FY •- 46X3I.
'•• 4. STRUCTURAL STEEL-SHALLCCNPoR11 TO AMMO.
6. /11.6801.11 SEAN: 'CONFORM 1033103387076434890.6.0.
6. MUM SHALL CONF1W•TO AIN SPECS OR 2067 I80 AND PERMED
BY -CERTIFIED ANDER NINO ARO PROCESS 07021. ELECTRODES. SHOP MDR
BY APPROVED FA8R1UL00. C0N71HtAUS INBPECTTON REQUIRED F00 ALL
FIELD WELDING,
7. FABRICATION RECTION AND PAI811103 OF STRUCTURAL STEEL MEL
CONFORM TO Alec OPECB.
0. ALL ry01p�. STEEL 81.011050 801 8F 0APPED AIO BONED ALL NNW
TO PSEVFNI ESSTHA8011 ENFERI80 MA LECTION.
9. ALL.STEEL 1133 TWN 111' iHICN MALL BE GALVANIZED W USE MUNE
COAT OF-PRIABILITYER.
OF
10. WATER
O8 ALL INTERIMS IN 8108 SAIL COMPLY WITH
O0APTER 4 OF IBC 2003.
11. LANO MAMIE REWIRED ON 8I06ND 8EI8H
Ai OF BION CLEARLYL0BELED.B1LED.
12: 801E IYPE MEND BNH LIEN SA60 CLAYEY RAN 8. 5Y GRAVEL.
AONC. TO OE 11184, {LATEB1TT22E 61108E mama 0 200 L(181.so. FYrFr.
18. O'6AYH1 FOR SULFATETREE8818TAl GRIN At�8 L�8EP2600
0AE PSI.
UH1811JUFD'SOIL: (NO rms.) ' •
ISI. 67111 88I18(8..y011EEp. BIL914'I 0881(81.1(• '1CWIFOPII 10 A811I 0.05
LArINHOLEB'p1iLlED ORI 10 4
16 C.64
17. ALL-XIHK8.61W.L-COHFOIW"TO 2005 EDITION 88 180.
18. INOINEER16 RESPONSIBLE 014.Y,PoR,IRESTOICNRAL,IN1l0RITY OF 1HI8
MIME: ANY 18.100ATI N 0111.110I8 THESE PLANS.
19. RE1RF000188 STEELSWLL.CDIPLY NEN ARTS 3.816 -ORD. 80 2EFORYEO.
20, 81M810 8E0.F7. NORII..B IR'FT.'VERT; NED.HIOH 'awe HIRES.
21.8I6N8.1T0 80 U.L. 'LABELEDAMCOMPLY WITS ABT. 800 NEC.
028ION810 BE ON 86PARATE CIRCUIT 11014 UHP3G6d1H-AEEDER.
23. PROVIDE' P100316IAN PROTEC1101 U6]XO 8134 ERECTION PER SEC. 3300, I8C.
24. 6THCIUUL ALUM: AMENS 6081-T8 iW1OW0. P81.•
23. RED HEAD 1111080LT 40000 PER IC60 S ER -1872,
INSTALL PER EA1AF; BPEOIFICATIOS.
M. NILE! HY 130 EPDXY AOM£91VE"PEA IC60 8193 1EYTAIL PER WAIF. SPEC.
27: HIEN 1071ICDOLT•16PEN I180 4827'I50ULL PER EWE. 6910.
28. PREDRILL ALL MOLES 118'0 98418453 TWIN DIAHE1ER OF 838 SCREW AIH
COVER 1R111 wane.
Oa. DESIGN 01113 LOAD 90 .LPH 819.`'6'.
DBL. FACE SIGN ELEVATION
STAKBUCKS•
TUKWILA WASHINGTON
I OF I
SHEET NO.
SIGN RESOURCE
CLIENT
4482-XR
JOH 'I0O.
DATE, 05/1411 0.5
"1,. a_$
lexPIREs 02-23.OG
Inland Engineering
And Consulting, Inc.
4883 E. LA PAWN AVENUE, SUITE 501-. ANAHEIM, CA 021107
Tel (714)717.7700 FAX: (714)7774773
11'-0
Equal
Equal 1
front Elevation
Scale: 1/C = 1'-0'
0-10'
SideSection View
N.T.S.
TubeArt
SPECIFICATIONS:
Double faced internally illuminated logo disk. Logo disk cabinet to be 32' deep, fabricated from
1 1/2" sq. Gatvalume frame covered with .080' aluminum, painted EIS -MTF -3 Charcoal.
Access door lasted on each side 8 top for servicing.
-Faces to be Flexface. Graphics of logo to be first surface 3M Translucent Scotchcal vinyl.
Copy to show thru White on Holy Green #3630-76 background. Logo to show thru White on
Black #230-22 background.
-Internally illuminate logo disk with (10) 250w metal halide cw/ components.
-Weather Proof Disconnect switch
0 Two single face cabinets mounted back to back on existing poles. cabinets to be aluminum
extrusion. Depth of cabinet to be 9' deep. Cabinet to be painted EIS -MTF -3 Charcoal.
-Face to be 3/16' White acrylic with 171' alum.angte painted EIS -MTF -3 Charcoal and square
head screws retainer edging. Graphics to be first surface 3M Translucent vinyl. Background
Duranodic vinyl #3630-69.'DRIVE THRU" and '24 HOURS' copy to show thru White on the
background.
-Internally illuminate signs with F96T12/HO/D Fluorescent lamp.
Power with 120v (4) 448AT Allanson Ballast.
-Weather Proof Disconnect switch.
o -Decor under logo to be constructed from 8"-a4" steel tube welded together with 1/2' steel plate
welded on top and 20 Ga. metal sheet on bottom. The two 6' steel pipes from logo disk are welded
on 12' steel plate. Decor to be painted EIS -MTF -3 Charcoal and bolted on steel pole.
o Existing 10'ax1/4' steel poles to be painted EIS -MTF -3 Charcoal.
Sign must be approved by:
cspUS
lbee. .do
Iwo 1:11.1
Disconnect switch in primary to be within sight of sign (sign incudes power supply enclosure)
REF: NEC 110-3 [B] 600-2, 600-4
Primary electrical source (1/2" conduit minimum)
REF: NEC 600-6, 600-21
51(44 A? A =11"1
Front Section View
N.T.S
,
ilovAA
TUBE ART DISPLAYS, INC. 273o OCCIDENTAL AVENUES SEATTLE, WA 98134. TEi 2o6 223 I I22 I Boo 562 28S4 FAx 206 223 I I23
A
EXISTING FREEWAY
POLE SIGN
at
/F (
ONE WAY
a
oo t
ELECTRrC./TEL.
SERVICE PANEL
a
20