HomeMy WebLinkAbout15-102706 4111
City of Federal Way • Signc
Community&Econ.Dev.Services Permit #: 15-102706-00-SG
33325 8th Ave S
Federal Way,WA 98003 Inspection Request Line: 253
Ph:(253)835-2607 Fax:(253)835-2609 p Q ( ) 835-3050
Project Name: PEPSI/WILD WAVES
Project Address: 36201 ENCHANTED PKWY S Parcel Number: 282104 9026
Project Description: Install(1) new 130 sqft, illuminated Pepsi cabinet sign to existing Wild Waves sign
structure. This is for the southern F/S sign along the freeway.Hooking up to existing i-box.
Owner Applicant Contractor
CLP ENCHANTED VILLAGE LLC G M NAMEPLATE INC(04) G M NAMEPLATE INC(04)
36201 ENCHANTED PKWY S 2040 15TH AVE W GMNAMMN886N9(9/5/16)
FEDERAL WAY WA 98003-7109 SEATTLE WA 98119 2040 15TH AVE W
SEATTLE WA 98119
•
Free Standing Sign Information
Reg.# Sign Type Illuminated #Sign Setback Sign Face Sign Face Sign Height Base Landscape
Faces (Ft) Width(FL) Height(Ft) (Ft.) Height(Ft.) Area(Sq Ft.)
Sign A n/a Pole Yes 2 75.00 31.58 22.75 57.50 40.00 10,000.00
Additional Permit Information
Comprehensive Plan Designation Office Park Zoning Designation OP-4
PERMIT EXPIRES Tuesday, January 19, 2016
Permit Issued on Thursday, July 23, 2015
I hereby certify that the above information is correct and that the construction on the above described property and
the occupancy and,Xhe use will be 'n ac ordance with the laws, rules and regulations of the State of Washington
�d the City of Federal Way.
Owner or agent: .,4 Date: 7/9-5r�j'
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• THIS CARD IST MAIN ON-SITE - -
CITY OF Construction pection Record
Federal Way INSPECTION REQUESTS: (253)835-3050
PERMIT#: 15-102706-00-SG Address: 36201 ENCHANTED PKWY S
Project: CLP ENCHANTED VILLAGE LLC FEDERAL WAY, WA 98003
Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as
possible(read left to right,top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your
inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card.
❑ Footings/Setback(4110) El Final-Electrical(4055) 0 Final-Sign(4085)
Approved to place concrete Approved Approved
By Date 'By VA Date 2. ( (b 1110 By Um,' Date I La V
• r I
0 Attachment(4010)
Approved
By ( Date y I ID (I.
- j Rough ElectricalCI Final Electrical 111 Right of Way
Approved Approved Approved
By Date By Date By Date
r MOW •
�, �_ - Izig.DDS- fit
i. ' CITY OF ^...i JUN 0 4 2015 SIGN PERMIT I To
Federal XF FEDERAL PLICATION7
i016
CDS
EPIC'
yam,.. t■ PROPERTY INFORMATION `
SITE ADDRESS 3 6,�0 I EV K ' Li cc�►+Tl""1-zwi �k Lk/ S• "}IL~'
SUITE/UNIT
ASSESSOR'S TAX/PARCEL# E a / 0 ?- 1 � ZONING DESIGNATION
■ PROJECT INFORMATION
TYPE OF PROJECT(Check all that apply): ❑NEW )(ALTERATION ❑REFACE ❑EXEMPT
XELECTRICAL(To attach to existing J-box-include on this permit)
❑ ELECTRICAL(New/altered circuit&J-box added-separate permit is required)
NUMBER OF SIGNS APPLIED FOR WITH THIS APPLICATION: Wall Mounted: Freestanding: (2)
TOTAL ESTIMATED PROJECT COST: $9,30o• Li
l�
DETAILED PROJECT DESCRIPTION: 1.1►+ ��{LC(7) A.JCJt� V'I 11.Zc1� C�I` /.."- .0"--/—$1y ,i'
OP-t-t1 ( E)-i s-ti t.tf( L.ct W�c.ce S S2 714 < - --�e.c r .`2.__
BUSINESS NAME ON SIGN: j' 2 FS�~—
■ PEOPLE INFORMATION
SIGN OWNER: NAME: - PRIMARY PHONE
i
C
sl'es
LIN ADDRES (STREET ADDRESS;CITY,STATE,ZIP) FAX NUMBER
3 62 c>% 50c-21A.1-PE� p'c`�y S : ( )
CITY OF OFF�EyDsE/RAAL WAY BUSINE�SS'LICENSE
/NUMBER:
. I ,j�Ay _7(�� �+ E-MAIL ADD S
7 �U'� fCG. GGLrt')
CONTRACTOR: COMPANY NAME APPLICANT NAME s OFFICE PHONE
&Y tM ,Ne+.K.� 2 CS/vel 04 4 a y O'7 5`9'314
MAILING ADDRESS(STREET AD S;CITY,STATE,ZIP): CELL PHONE
A G it o is�"�rove-N,.iv. �'e l j cab - Ci in '33f70)7',P7-5�3i 1
CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER: EXPIRATION DATE: FAX NUMBER
j.. (7 t�`c.� @'L )gsL - Si 0
CONTRACTOR'S REGISTRATION NUMBER: E IRATIO DATE: E-MAIL ADDRESS
C's M "niMill N886�9` "l Ji��/.6 31(4o-
cw O(."r/r�rf hr.cg.4-0'1(
APPLICANT COMPANY NAME ALL,
CANT NAME PRIMARY ATONE
Gr i CW Q % ('1 wail Ga 7a'? -�?4/
MAILING ADDRESS CITY,STATE,ZIP FAX NUMBER
dc,4'0 /�`' 19- N.w. Sc�►t{ut t.vk4 igt 6' ( ) -
RELATIONSHIP TO PROJECT L A4II�DR,EnSS
ItContractor ❑Tenant ❑ Other � c Q
PROJECT NAME l,� PRIMARY/, PHONE �/ MAIL DRESS:
CONTACT J I (.44 fI f �7 2) 7e7-6- 3e./(:144''4114Q
■ SIGNATURE `�
I certify under pr alty of perjury that the information furnished by me is true and correct to the best of my knowledge, and
further, that I : a thorized F . t.e owner of the above premises to perform the work for which the permit application is made
SIGNATURE T 1 w lid%./�V ' DATE: i 4 /5—
COMMUNITY DEVELOPMENT SERVICES•33325 STH AVENUE SOUTH•FEDERAL WAY,WA 98003-6325•253-835-2607•FAX:253-835-2609
,. • •
L
• TYPE OF SIGN(S) (Indicate number of each)
I F:RMANENT FREE STANDING: _MONUMENT PEDESTAL POLE a TENANT DIRECTORY OTHER
el(I 51-1
OTHER(Describe)�J� Q $4-.1,41 q e
PERMANENT BUILDING MOUNTED: AWNING CABINET `; CHANNEL LETRS TENANT DIRECTORY
OTHER(Describe)
• DETAILED SIGN INFORMATION
FREE STANDING SIGNS
SIGN TYPE SIGN AREA(SQ.FT.) ILLUMINATED? REFACE? TOTAL HEIGHT BASE HEIGHT(Fr)
WIDTH x HEIGHT x#OF FACES NO/INT/EXT YES/NO (FT)
B
x x =
C
x x =
STREET FRONTAGE(LINEAR FEET)'‘66 ...1...1,0.(1) \
CrR` �J
5
1.-r> tS 1 ''•LP -Sc ar 57r,uccl-ti-eQ, tel#-51uvla LUeiA 5 56714
BUILDING MOUNTED SIGNS
SIGN TYPE SIGN AREA(SQ.FT.) ILLUMINATED? BUILDING ELEVATION EXPOSED BUILDING FACE
WIDTH x HEIGHT x#OF FACES NO/INT/EXT (N,S,E,W) (SQ.FT.)
A
x_ x =
B
x x =
C
x x =
D
_ x_ x =
E
x x =
LARGEST EXPOSED BUILDING FACE(SQUARE FEET):
**FOR OFFICE USE ONLY**
ZONING DESIGNATION: PROFILE: ❑ HIGH ❑ MEDIUM ❑ LOW ❑ FREEWAY
BUILDING MOUNTED SIGN(S) FREE STANDING SIGN(S)
AREA PERMITTED: AREA PERMITTED:
AREA PROPOSED: AREA PROPOSED:
LARGEST BUILDING FACADE: STREET FRONTAGE: _
NUMBER OF SIGNS ALLOWED: NUMBER OF SIGNS ALLOWED:
LAND USE APPROVAL BY: DATE: STRUCTURAL APPROVAL BY: DATE:
REGISTRATION NUMBER: REGISTRATION NUMBER:
REGISTRATION NUMBER: REGISTRATION NUMBER:
REGISTRATION NUMBER: REGISTRATION NUMBER:
Bulletin#102—January 1,2011 Page 2 of 4 k:/Handouts/Sign Permit Application
4.
! S
Jim Minar
From: Kari Cimmer <Kari.Cimmer@cityoffederalway.com>
Sent: Wednesday, April 29, 2015 6:14 PM
To: Jim Minar
Subject: RE: Pepsi Sign/Wild Waves
Hi Jim,
I've had a chance to review the materials affecting the signs located on the Enchanted Parks property.
The sign referenced in your original email is, I believe,the one that is adjacent to 1-5 along the west side of the
Enchanted Parks property. That sign was approved to be a 60 feet tall, double-faced pole sign; each sign face was
proposed to be 552.65 square feet, for a total sign area of 1105.3 square feet.
According to the 1998 concomitant agreement between the City of Federal Way and Enchanted Parks, this sign could
have a total sign area of 1300 square feet. If the current sign meets the approved size of 1105.3 square feet then there
is an additional 194.7 square feet that can be used for additional signage.
So,with that stated, nothing in the concomitant agreement or the sign code of the late 1990's prohibits the sign design
that is proposed in the picture you sent on 4/23/15.The placement of the Pepsi signage is allowed in the location
depicted on the picture and,as long as the sign area for both faces is less than 194.7 square feet, it is likely approvable—
as long as the other structural components are approvable by the building department.
I hope this answers your questions. Please let me know if you have further questions. If you need assistance with
submittal process, please contact the Permit Center at permitcenter@cityoffederalway.com or 253-835-2607.
Thanks!
K.L. Cimmer
Permit Center Supervisor
♦M.
.._: Federal Way
33325 8th Avenue South
Federal Way,WA 98003-6325
Phone: 253/835-2629 Fax: 253/835-2609
www.cityoffederalway.com
Original Message
From: Permit Center
Sent: Monday,April 27, 2015 10:51 AM
To: 'Jim Minar'
Cc: Kari Cimmer
Subject: RE: Pepsi Sign/Wild Waves
Hello Jim -
1
•
RESUBMITTED
JUL 06 2015
CITY OF FEDERAL WAY
CDS
STRUCTURAL CALCULATIONS ra-
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WILD WAVES SIGNAGE
Federal Way, Washington
PROJECT NO.: 15-120 l
DATE: June 30, 2015
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1735 WESTLAKE AVENUE NORTH, SUITE 205
SEATTLE, WASHINGTON 98109
P: 206.456.3071 F: 206.456.3076 _ n
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SUBJECT PROJECT NO.
FOSSATTI PAWLAK t 1/✓fNf L fl i,✓C vES S/4IG- t1A&oNS 413oJ/r
TQUCTURA,. ti'vu1Ni--RS PROJECT DATE
AM
CLIENT DESIGN SHEET NO.
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MI SIEBJEC PROJECT NO.
FOSSATTI PAWLAK wit, 6 W, -ii `S /G-NAC,-E '
STRI;CTJPA. ENGINEERS PROJECT DA
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CLIENT DESIGN SHEET NO.
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* •Fossatti Pawlak Structural Engies JOB TITLE Wild Wave4111,age
1735 Westlake Ave N,Suite 205
Seattle,WA 98109 JOB NO. 15-120 SHEET NO.
(206)456-3071 CALCULATED BY AM DATE 6/30/15
CHECKED BY FPP DATE
Wind Loads - Other Structures: ASCE 7- 10 Nominal Wind Pressures
Wind Factor= 0.60
Gust Effect Factor (G)= 0.85 Ultimate Wind Speed= 110 mph
Kzt= 1.00 Exposure= C
A. Solid Freestanding Walls & Solid Signs (&open signs with less than 30%open)
s/h= 0.13 Case A&B
Dist to sign top(h) 39.5 ft B/s= 2.60 Cf = 1.82
Height (s) 5.0 ft Lr/s= 0.00 F=qz G Cf As = 25.4 As
Width (B) 13.0 ft Kz = 1.041 As= 65.0 sf
Wall Return(Lr)= 0.0 ft qz= 16.4 psf F = 1649 lbs
Directionality (Kd) 0.85
Percent of open area Open reduction CaseC
to gross area 0.0% factor= 1.00 Horiz dist from
windward edge Cf F=gzGCfAs(psf)
Case C reduction factors 0 to s 2.46 34.4 As
Factor if s/h>0.8= 1.00 s to 2s 1.62 22.6 As
Wall return factor 2s to 3s 1.15 16.1 As
for Cfat0tos= 1.00
3
•
•
RAM SBeam v5.0 Gravity Beam Design
RAM
06/30/15 12:15:11
STEEL CODE: AISC 360-05 ASD
SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (18.50,0.00)
Beam Size (User Selected) = HSS4X4X5/16 Fy = 46.0 ksi
Total Beam Length (ft) = 18.50
Mp (kip-ft) = 21.43
Top flange not braced by decking.
LINE LOADS (k/ft):
Load Dist (ft) DL LL
1 0.000 0.014 0.000
18.500 0.014 0.000
2 2.750 0.000 0.064
15.750 0.000 0.064
SHEAR: Max Va (DL+LL) = 0.54 kips Vn/1.67=38.47 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb S2 Mn /S2
kip-ft ft ft kip-ft
Center Max + DL+LL 3.1 9.3 18.5 1.15 1.67 12.83
Controlling DL+LL 3.1 9.3 18.5 1.15 1.67 12.83
REACTIONS (kips):
Left Right
DL reaction 0.13 0.13
Max +LL reaction 0.41 0.41
Max +total reaction 0.54 0.54
DEFLECTIONS:
Dead load (in) at 9.25 ft = -0.139 L/D = 1600
Live load (in) at 9.25 ft = -0.565 L/D = 393
Net Total load(in) at 9.25 ft = -0.704 L/D = 315
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