HomeMy WebLinkAboutPermit S06-016 - LOVERSLOVERS
5301 SOUTHCENTER
PKWY
S06-016
Sign Permit
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670
Parcel No.:
Address:
Suite No:
1157200140
5301 SOUTHCENTER BL TUKW
PERMANENT SIGN PERMIT
Permit Number:
Issue Date:
Permit Expires On:
S06-01 6
03/21/2006
09/17/2006
Business
Name:
Address:
Property Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
LOVERS
5301 SOUTHCENTER BL,
P K PARTNERSHIP
901 W MAIN ST
AMERICAN NEON
940239TH AVE CT SW
Phone: 253 627-7446
Phone:
Phone: 253 627-7446
Phone:
DESCRIPTION OF WORK:
two new wall signs to replace existing signs
Fees Collected: $200.00
PERMANENT SIGN:
Wall Sign #1
Wall Area (sq. feet): 3520
Wall Sign Size (sq. feet): 67
Sign Lighting:
Face Residential Land: N
Street Frontage for Entire Lot:
Building Height (feet):
Sign Size (sq. feet):
Sign Height (feet and inches):
Setback (feet):
Number of Sign Faces:
Zoning: RCM Sign Type:
Wall Sign #2
3000
70
N
Freestanding Sign #1
0
0
0
0' 0"
0
0
Wall Sign #3
0
0
Wall Sign #4
0
0
N N
Freestanding Sign #2
0
0
0
0' 0"
0
0
Planning Division Authorized Signature: >. ^�\�(� Date: v� \ 1'1 ---Q (o
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.
• •
SITE INSPECTION (PLANNING)
File No. S06-016
Name of Tenant: Lovers
Sign Address: 5301 Southcenter Blvd
Date Photo Taken: 06-28-06
Comments:
Sign appears to conform to permit application
Sign appears different from permit application
Sign not installed as of
Make new site visit and take photo by 12/23/2006.
City of Tukwila
Department of Community Develop
6300 Southcenter Boulevard, Suites
Tukwila, Washington 98188
206 431-3670
RECEIvEC .
HA f� �� I MIT NO.
MOPMEN ATE:
_c k 0
\s Ylf--�
w
TUKWILA
w
PERMANENT SIGN PERMIT APPLICATION
P
Business Name
Ame><t_�12 flL Qn l nc.
Please print
5a01 SDA + ii - r Blvd.
Address of Sign
1—S0o-i-1141
Phone
311:22- 32-th_ev3.af.%►J.Cli. tl lS Jnte�.L� 21-14-44_i40
Applicant/Contact Address, City, State, Zip Phone
Some
Contractor
Address, City, State, Zip
Phone
CHECKLIST
0
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
O Building elevations (for wall signs)
❑ Supporting structure and method of illumination
❑ One copy of valid Washington State contractor's license
O $100 application fee per sign
See back of form for examples
Is your sign a:
O 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? ❑ Yes
❑ No
Wall 2 -
WALL SIGNS:
#1
#2
#3
#4
Wall area (length x height) where the sign will be
mounted? (square feet)
35 cg.O
3 000
Sign size(square feet)
(p 9 . g a.
to 3. 6 a -
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.
t‘(
N
Does wall sign weigh more than 400 pounds?(Y/N)
1•1
N
Sign illumination (internal/external/none)
IN-rRi t.
lN- ERNAL
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.
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
Sign height (feet -inches). Structural review is required for signs 15 feet or more in height.
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.
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 'la will be rr —
3is
Date (Signatur f owner or authorized agent)
Zoning:
FOR OFFICE USE ONLY
X53
-.o2--
Phone
Planning review by:
0 Denied
0 Issued
0 Issued with conditions
Structural review required? 0 Yes 0 No
Structural review by:
0 Denied 0 Approved 0 Approved with conditions
2
M
53RD AVE S.
SOUTHCENTER BLVD
75'
SIGN #2
Replacing existing
sign
Existing sig to
be removed
New
Sign
00
00
SCALE: 1"=40'
RECEIVED
MAR 1�
COMMUNITY
DEVELOPMENT
Print Map Page
King County
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____
Parcel Number 1157200140
Address 5301 SOUTHCENTER BL
Zipcode 98188
Taxpayer HEPPENSTALL PHYLLIS+BUTT
KRISTY
The information included on this map has been compiled by King County staff from a
variety of sources and is subject to change without notice. King County makes no
representations or warranties, express or implied, as to accuracy, completeness,
timeliness, or rights to the use of such information. King County shall not be liable for any
general, special, indirect, Incidental, or consequential damages including, but not limited
to, lost revenues or lost profits resulting from the use or misuse of the information
contained on this map. Any sale of this map or information on this map is prohibited
except by written permission of King County.”
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http://www5.metrokc.gov/parcelviewer/Print Process.asp 3/14/2006
SQUARE FOOTAGE CALCULATIONS
9.5"x14.25"=.94 sq.ft.
55"x62"=23.68 sq.ft.
87"x39"=23.56sq.ft
16'5"
23,x5"=.8sq.ft.
16"x7"= 78sq.ft
4"x12"=.33sq.ft
.94 41"x16"=4.56sq.ft
23.68
23.56
.78
.33
15.17
.80
4.56
69.82 total square footage per sign
39"x56"=15.17sq.ft.
SCALE: 3/8"=1'0"
RECEIVED
MAR 1_ r 2906
(( I Y
sad\ ELOPNCENT
TRIM CAP r--511
PLEX FACE
NEON TUBE SUPPORT
NEON TUBE
L
GLASS ELECTRODE
HOUSING
3/16" TECH SCREW
L
INSTALLATION DETAIL
NOT TO SCALE
—WOOD WALL/ STUCCO
1/2" x 2" LAG INTO SUPPORT
MEMBER
METAL TRANSFORMER BOX
(raceway) ALUMINUM
TRANSFORMER
G.T.O. WIRE
RECEIVED
V, ` 1
VANIUNITYDEVELOPME T
10/27/2000 .10:49
T-12
Hex Cap crews- SAE J429
Mechanical & Qualisty-Requzrernents for Externally Threaded Fasteners
Proof Load & Tensile Riequirementst
Nominal Die, Stress
of Pr rditet Area
Se Th earde ' sq. in.
>pernoh
Proof:::Te ll s
Grade l�
Tensile Proof Tensile.
Load Stren th i.I e? Strength Load . Strength
lib:: !Mi 11 1►i n.:Jb, : • lb. , Min.Ib.
Go rn a Thrr t d=Series- 11100' '
1/*" -20 0.0318.
5/16":18 0.0524
• '.3/8"=16 : 0.0775
7/156"-14 0.1063.
1/2':13 0.1419
9/126"-12 0.182.
5/8':11 , 0.226
3/4,"-10 . 0.334
7/8;"-9 . Th462...
1-1/8"-7
I.1/4"•
060,6
0.763
0.969
1.760 "2,850
2,900
4,250 $Q'...
5,850 7;850
9,800. 10,500
10,000 13,500
12,400. 16,700
18,40 24;700
15,200 .. 27,700
20,000 36.400.
25,200 . 45,8.00.
32,000. 58;100
1.3/5"-6 1:155 38,100. 69,300
1-1/2"-6 . 1:405. 46.400. 84 500'104,000 147,500
2';7010 3,800
4,4'50 6,300
6,600 '9,33000'
9,050 .. • 12.800
12,10f1 • 17,000..
15,600 21,800
3,800
6,300
9.300
12,800
17,000
21,800
19,200. 27,10.0' 27,100
28,400 40,100. 40,100
39;$015 • 55,400. 55.400
51,500 72,700 ' 72.700
66,500 .. 80;100 . . 91,600
71,700. 101,700 116,300
138,600 .:
168,600
85,500.' 121,'300
4,750
7,850
11,600
15,900
21,300
27,300
33,900
50,100
69,300
90,900
114,400
145,400
173,200
210,800
1/4„-28
• 5/16"-224 4..
7/lfi"-20
2/2":20.
9116".18
5/8",1$'
9/4"-16
7/8"-14
1,,,12
1"-14 tins
1-1/8":12
1.1/4"-12 . - 1..073..
1-3/8"42 1.$15
1-1/2"-12 ' 1.581
0,0364 ' 2.000. '2700
0.0580 3,200 . 4,600
0.0878 . 4,800 6,600,
0.1187 6,550 8,800
0:1599 , 8.80Q', . 11,$00.
04203 .11,200 15,00
0.256. . . 14,100 18,900
0.373 . ' 20,500. 27,600
0,509 ' .. 16,800 30,500 .
0.663 21,900 39,800 . 56,400
0.679 22,400 40,700 57,700'.
0.856 28,20. 51,400
3.100
4,900
7,450
10,100
13,800
17,300
21.800
31,700
43,300
35.400- ..
43,400
52;200,,
64,400
78,900
94,900
79,400
97,300
117,000.
4,350
6,950
10,6.110'
14,200
MOO
24,400...
30,700
44,800.'
61,100
79,600
81,500
89,900
112,700
138,100
166,000
4,350
6.950 '
10,500 .
14,200
19,200...
24,400..
30,700
44,800
61,100
79,600 .:
81.500
102,700
128,800
157,800
159,700
5,450
8,700
13,200
17,800
24,000
30,400
38,400
56,000
76,400
99,400
101,900
128,400
161,000
197,200.
237.200
tProollands 'and tenrsile'strengths are computed 4.1.e reultip>ytng thepr of loan stresses and teniite strennths stresses
by the stress area of the thread,'
As=07854'(D-2420) 2
where- D equals nominal diameter in iiluhes, and .N equais'threads per inch.
RECEIVED
COMMUNITY
•DEVELOPMENT
RF+ 9VED
EAST ELEVATION
SIGN #1
NORTH ELEVATION
SIGN #2
16' 5°
vgitS
O
M
M
WALL AREA:
88' x 40' = 3,520 EBF
110 sq.ft. + 10.4(52(1x.02)=120.4 SQ.FT ALLOWED
PROPOSED SIGN=69.82 SQ.FT
iREMOVE EXISTsING SIGN' ,f
AND REPLACE WITH NEW
WALL AREA:
75' x 40' = 3,000 EBF
65 sq.ft. + 45(1500x.03)=110 SQ.FT ALLOWED
PROPOSED SIGN=69.82 SQ.FT
RECEIVED
FEAR 1. 2005
COMMUNITY_
DEVELOPMENT
SCALE: 3/16"=1'0";