HomeMy WebLinkAboutPermit S02-057 - AUTO TRIM DESIGNAUTO TRIM DESIGN
17000 W VALLEY HY
P -SIGN
502-057
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670
PERMANENT SIGN PERMIT
Parcel No.: 2523049044
Address: 17000 WEST VALLEY HY TUKW
Suite No:
Permit Number: S02-057
Issue Date: 11/12/2002
Permit Expires On: 05/12/2003
Business
Name: AUTO TRIM DESIGN
Address: 17000 WEST VALLEY HY, TUKWILA
Property Owner:
Name: FILBERT BOB
Address: 17000 WEST VALLEY HWY
Contact Person:
Name: DON CHARBONNEAU
Address: 3525 SE 5TH ST
Contractor:
Name: CULBERTSON SIGN SERVICE
Address: 1511 VALENTINE RD
Phone: 786-0097
Phone:
Phone: 206 334-6746
Phone: 800-925-6011
DESCRIPTION OF WORK:
Freestanding pole sign "Auto Trim Design"
Fees Collected: $184.00
PERMANENT SIGN:
Zoning: C/LI Sign Type:
Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4
Wall Area (sq. feet): 0 0 0 0
Wall Sign Size (sq. feet): 0 0 0 0
Sign Lighting:
Face Residential Land: N N N N
Freestanding Sign #1 Freestanding Sign #2
Street Frontage for Entire Lot: 378 0
Building Height (feet): 17 0
Sign Size (sq. feet): 64 0
Sign Height (feet and inches): 17' 0" 0' 0"
Setback (feet): 20 0
Number of Sign Faces: 2 0
Planning Division Authorized Signature.
` Date: \
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and
ordinances governing this work will be complied with, whether specified herein or not.
THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE
OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR
A PERIOD OF 180 DAYS FROM THE LAST INSPECTION.
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S02 -M7 Printart• 11-19-9nn9
SITE INSPECTION (PLANNING)
File No. S02-057
Name of Tenant: Auto Trim Design
Sign Address: 17000 West Valley Hwy, Tukwila
Date Photo Taken: 09-23-03
x Sign appears to conform to permit application
Sign appears different from permit application
Sign not installed as of (date)
Make new site visit and taken photo by (date)
Comments:
FROM : CULBERTSON SIGN SERVICE " PHONE NO. : 253 9396373
1625.05:-O00,(8/97.)
Nov. 12 2002 12:18PM P1
DEPARTMENT OF LABOR AND INDUSTRIES
LICENSED AS PROVIDED BY LAW AS
ELEC)•.CONTR SIGN •
CULBERTSON .SIGN.'SERVICE LLC
PO BOX 18
PACIFIC WA 98047
•
:5
City olrukwila
Department of Community Development
6300 Southcenter Boulevard, Suite 100 DATE:
Tukwila, Washington 98188
(206) 431-3670
PERONO.
PERMANENT SIGN PERMIT APPLICATION
Please print
Business Name Address of Sign
0,e, - .3S - 5—.S2 5777 si / ,U$ i 49199
Applicant/Contact Address, City, State, Zip
,(Y'r2 - ?•- " 1. sQ/� /3-7/ /'Ye�f ?.e 7.=7/ f?rY//G /024
Contractor Address, City, State, Zip
Phone
.2c6-3 X5'67 -
Phone
/me) `7Z5-6-ef(
Phone
CHECKLIST
❑ 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
❑ Building elevations (for wall signs)
❑ Supporting structure and method of illumination
❑ 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
rIsygFrsign a:
Freestanding sign 15 or more feet in height
❑ Pole sign with face 30 square feet or more in area
❑ Wall sign weighing 400 pounds or more
If any of the above are true, the application must go
through structural review.
STRUCTURAL REVIEW CHECKLIST:
$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 /
Did building go through design review? Ca -'es 0 No
Wall
WALL SIGNS:
#1
#2
#3
#4
Wall area (length x height) where the sign will be
mounted? (square feet)
Sign size(square feet) 5/946'
Does sign face residential zones or public facilities? (Y/N)
Exposed neon tubing is not allowed within 200 feet of
LDR, MDR or HDR zones.
Does wall sign wei ore than 400 pounds?iN)
Sign illuminati° nter I/extemal/none)
FREESTANDI 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.
Height of building (feet). Generally, signs may not be higher than the building with which they
are associated
/ - /
Size of sign face (square feet). Structural review is required for pole signs with faces 30
square feet or more in area
4/./
Sign height (feet -inches). Structural review is required for signs 15 feet or more in height.
/
/T
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.
40,72C.9 y
Number of sign faces
INSPECTIONS
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 required to call 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 of Tukwila will be et.
Date
Zoning: f I
ure' er or authorized agent)
FOR OFFICE USE ONLY
Planning review by:
O Denied
Issued
?mak 3 t 67/6
Phone
0 Issued with conditions
Structural review required? ❑ Yes 0 No
Structural review by:
O Denied 0 Approved 0 Approved with conditions
1e'
i
Tukwila Train
Sign .Area
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ISign Area Is calculated by constructing a polygon around
the sign using right angles.
Big Store
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Building Elevation
Wall Area Is calculated by multiplying the
lehgth and height of the tenant space.
Site Plan
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Wall Mount Detail
For all wall mounted signs over
400 lbs;
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Y140 ♦T.tuptArei Wlt0to•
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/414.1 -o'
Footing Detail
Show applicant space•and all existing & proposed signs. For all Freestanding Signs
EXAMPLEbF REQUIRED INPORMATION
i
� 150.'16
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WEST VALLEY HIGHWAY SR 1E31
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1
Project Name:
Auto Trim Design
Location:
Tukwila
Page 1 of 1
F
1'-3"
Description:
Remove one D/F internally illuminated 25'+
pylon from current location and move to new
location at site. New sign height will be 17'
with setback of 20" . New footings as shown.
Faces: Flat lexan faces w/ vinyl graphics.
Calculated sq. footage: 64 sq. ft.
Flourescent illumination wN.L. approved
ballasts.
Sign type:
Pylon
Sales Person:
Warren Wissmer
Date:
4/3/2oo0
File Name:
autotrim. cdr
Scale:
3/8" = 1'
Approval
X--_
MEMBER
i' .`,; moi) .
INi[RHATIOHAI S1611ASSOUAipt
EC COPYRIGHT 1999 This design is
e sole property of Lumin-Art Signs
Inc Reproduction only by expressed,
written permission of Lumin Art
Signs Inc, or a payment of 5500.00
for each application of this artwork.
LumIn-Art
1118 ASt.SE
Aubum, WA 98002
(253) 833-2800
Lui.1in-Art Signs Int.
1118 A St. SE Auburn, WA 98002 (253) 833-2800
?Y`SSY.r-A!^.GWiT YL: •n44'to2 "SFi:s`,..L'. . wy.:+. .r..17: c.r ;'�t.t.��4'tt '.v K,C'.ir:.;:Yr14l.i;,�.M.•,':,tiY'.t:'s.:.1r+`?'i..til es.'s. _.w_:ri:etfir, r.�.:.3...;,-'. .:�^`.'•_..�
Center Pole Installation - Base Calculations
n t -,::..
Sign Sketch
Standard Pipe
Pipe Size Weight per ft. Sect. Mod.
2" 3.652 .5606
3" 7.575 1.724
4"
10.790
3.214
Calculation Factors
1. Height (H) 8 Width (W) S'
2. Design Wind Pressure (PSF)
Exposure B = SO @ 174 Height above ground.
P = PSF (see below) 16.7 x (A) 64 sf = 1068.5 Lbs.
Area (A) 64 s. f.
Pressure (PSF) / Height Factor
0-20'=16.7 20'-40'=19.0 40'-60'=23.8
60' - 100' = 26.2 100' - 150' = 30.9 150' - 200' = 33.3
3. Height to center of windload (H) 13 C-1-
4.
'+4. Bending Moment (M) = (P) 1068.8 x (H) 13 f+
_ (M) 13894.4 Ft. Lbs
5. Section Modulus (Sx) = M x 12 -166732S .7.8'35.
1.33 x 16 x 1000 21280
Sx Definitions:
12 - Factor to change to inches 1.33 • Windload factor (UBC)
16 - Steel Standard Factor 1000 - Factor (Engineering)
Base Schedule
Pipe Size Thickness Measure - A Measure - B
2" .0154" 1' 6" 2'
3" .216" 1' 6" 2' 6"
4" .0257 1' 6" 3'
.290" 3 4'
8" .277" 3' 5'
8" 23.554 16.81 10" .297" 3'
10" 34.240 25.57
12" 43.773 38.97
A 3' x A 3,
6'
12" .330 4'
. A
7'