11-100671"I 110"� Sign
nEyofFederaiway Permit #: 11-100671-00-SG
Community Development Services
F.O. Box 9718
Federal Way, WA 98063-9718 Inspection Request Line: (253) 835-3050
Ph: (253) 835-2607 Fax: (253) 835-2609
Project Name: CROSSINGS WEST SELF -STORAGE
Project Address: 35205 PACIFIC HWY S Parcel Number: 292104 9040
Project Description: Installation of (1) pedestal sign. To attach to existing J-box
Owner
Ammlicant
Contractor
FEDERAL WAY BUSINESS PARK
PLUMB SIGNS INC (GENERAL)
PLUMB SIGNS INC (.GENERAL)
13000 LAKEHOLME RD SW
909 S 28TH ST
PLUMBSI077QC (12/17/11)
LAKEWOOD WA 98498
TACOMA WA 98409-2613
909 S 28TH ST
TACOMA WA 98409-2613
Free Standing Sign Information
Reg. #
Sign Type
Illuminated
# Sign
Faces
Setback
(Ft.)
Sign Face
Width (Ft.)
Sign Face
Height (Ft.)
Sign Height
(Ft.)
Base
Height (Ft.)
Landscape
Area (Sq Ft.)
11-0026
Pedestal
Yes
2
3.00
8.00
5.00
12.00
6.75
85.36
Additional Permit Information
Comprehensive Plan Designation- . ........ ... ..Cornmercial /..oilirig Designstior,.......... ...... ..................... ....... CE
Enterprise
PERMIT EXPIRES Sunday, August 28, 2011
Permit Issued on Tuesday, March 1, 2011
I hereby certify that the above information is correct and that the construction on the above described property and
the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington
and he City of Federal Way.
Owner or agent:' Date:
r
CITY OF
Federal Way
THIS CARD IS TO REMAIN ON -SITE
Construction Ll� ection Record
INSPECTION REQUE TS: (253) 835-3050
PERMIT #:
11-100671-00-SG
Address: 35205 PACIFIC HWY S
Project: FEDERAL WAY BUSINESS PARK 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)
Final - Electrical (4055)
Final- Sign (4085)
Approved to place concrete
Approved
Approved
By
Date 3 Z,/ ��
By���� Date _-
By
Date
Attaell men t (4010)
Approved
By Date
Rough Electrical
Approved
173
Final Electrical
Approved
Right of Way
Approved
By
Date
By
Date
By
Date
SUBMITo ED --
a`ITYOF - SIGN PERMIT TD
Federal WaYEB 17 2011APPLI CATI O N
E PROPERTY INFORMATION
SITE ADDRESS _ � �a.a �i¢C/� /C' Gc2 5" SUITE/UNIT # ,p
9SESSOR'S TAX/PARCEL # C L � D '� - � D 'SC � ZONING DESIGNATION i
PROJECT•' •
TYPE OF PROJECT (Check all that apply): d SEW ❑ ALTERATION ❑ REFACE ❑ EXEMPT
-`ELECTRICAL (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:
TOTAL ESTIMATED PROJECT COST: $ ,L79r?• %D
DETAILED PROJECT DESCRIPTION:
BUSINESS NAME ON SIGN:
SIGN OWNER:
CONTRACTOR:
APPLICANT
PROJECT
CONTACT
NAME:
PRIMARY PHONE
"42FO,�'e-44 '�
We,-) -
MAILING ADDRESS (STREEl'ADDRESS; CITY. STATE, ZIP):
FAX NUMBER
V Z,-.)A L/
( ) -
CRY OF FEDERAL WAY BUSINESS LICENSE NUMBER 9dd ea
E-MAIL ADDRESS
COMPANY NAME
APPLICANT NAME
OFFICE PHONE
US-3) -173
MAILING ADDRESS (STREET ADDRESS; CITY, STATE. ZIP):
CELL PHONE
1-Ir.
-
CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER EXPIRATION DATE:
FAX NUMBER
- 9 -io �6 -00-
CONTRACTORS REGISTRATION NUMBER EXPIRATION DATE:
E-MAIL ADDRESS
e p-s /- /D -//
COMPANY NAME APPLICANT NAME PRIMARY PHONE
MAILING ADDRESS CITY. STATE. ZIP FAX NUMBER
RELATTONSHIP TO PROJECT E-MAIL ADDRESS
jiContractor ❑ Tenant ❑ Other
NAME PRIMARY PHONE E-MAIL ADDRESS:
A.k
I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge, and
further, that I am authorized by the owner of the above premises to perform the work for which the permit application is made
SIGNATURE1� /- _�-� DATE:
COMMUNITY DEVELOPMENT SERVICES • 33325 8711 AVENUE SOUTH • FEDERAL WAY, WA 98003-6325 • 253-835-2607 • FAX: 253-835-2609
■ TYPE OF SIGN(S) (Indicate number of each)
PERMANENT FREE STANDING: _MONUMENT c PEDESTAL POLE TENANT DIRECTORY OTHER
OTHER (Describe)
PERMANENT BUILDING MOUNTED: AWNING CABINET CHANNEL LETTERS TENANT DIRECTORY
OTHER (Describe).,
■ DETAILED SIGN INFORMATION
FREE STANDING SIGNS
SIGN TYPE
SIGN AREA (SQ. FT.)
ILLUMINATED?
REFACE?
TOTAL HEIGHT
BASE HEIGHT (FT)
Ij
WIDTH x HEIGHT x # OF FACES
NO L INT / EXT
YES NO
FT
A
x x
B
-
x x -
c
x x —
STREET FRONTAGE (LINEAR FEET): �De3
BUILDING
MOUNTED SIGNS
SIGN TYPE
SIGN AREA (SQ. FT.)
ILLUMINATED?
BUILDING ELEVATION—
POSED BUILDING FACE
WIDTH x HEIGHT x # OF FACES
NO INT EXT
N S
. FT.
A
x x —
B
x x -
C
x x
D
x -
E
x x -
LARGEST EXPOSED BUILDING FACE (SQUARE FEET):
**FOR OFFICE USE ONLY**
ZONING DESIGNATION:
PROFILE: ❑ HIGH ❑ MEDIUM ❑ LOW ❑ FREEWAY
BUILDING MOUNTED SIGNS
FREE STANDING SIGN(S)
1300
AREA PERMITTED:
AREA PERMITTED:
AREA PROPOSED:
AREA PROPOSED:
LARGEST BUILDING FAC,ADE�
STREET FRONTAGE:
1
NUMBER OF SIGNS ALLOW
NUMBER OF SIGNS ALLOWED:
LANs] USE APPROVA Y: DAfTE: It
STRUCTURAL APPROVAL BY: DATE:
oZ�
REGISTRATIO UMBER: O
REGISTRATION NUMBER:
REGIST TION NUMBER:
REGISTRATION NUMBER:
R ISTRATION NUMBER:
REGISTRATION NUMBER: 71
Bulletin #102 -January 1, 2011 Page 2 of 4 k:/Handouts/Sign Permit Application
SIGN PERMIT APPLICATION CHECKLIST
■ MINIMUM SUBMITTAL REQUIREMENTS
APPLICATIONS WILL NOTBE ACCEPTED AT THE COUNTER UNLESS ALL REQUIRED INFORMATION IS PROVIDED
Ci COMPLETED PERMIT APPLICATION
APPLICATION FEES
TWO (2) COMPLETE SETS OF PLANS (ASSEMBLED AND STAPLED INTO SETS)
P. MINIMUM PLAN SIZE — 11" X 17"
PLANS DRAWN TO SCALE AND SCALE PROVIDED
SITE PLAN:
• Scale (1" = 20� ❑ Location of ALL proposed signs, including refaces
• North arrow ❑ Each sign alpha labeled consistent with application
• Property lines and building footprint ❑ Location of all existing signs to remain
Location of suite, if multi -tenant ❑ Location of all existing signs to be removed
❑ ELEVATION DRAWINGS
o Scale (Ma" = 1)
o Location and size of all signage including:
• Existing signs to be removed
• Existing signs to remain on each fagade
• Proposed signs
Ei Dimensions of each building face or suite fa(
o Calculated total building face area
Calculated total sign face area --OR
Calculated total area of individual signage
components (letters, n�ers, logos, etc.)
o Each proposed s�qr 1pha labeled consistent
with application'
LI SITE/ILANDSCAPING PLAN
(IN ADOM,)N TO OVERALL sITE PLAN)
Minimum scale 1" = 20'
L' Footprint and dimensions of sign
Setbacks from property line(s)
6 Show point of measurement for location of
property line(s) using fog -line, sidewalk,
and/or edge of pavement
Show location of driveway and street
Footprint and dimensions of landscape area
q/ Type & location of landscape vegetation
Calculated landscape area
= (minus footprint of sign)
DETAILS
Foundation/footing information
rind load calculations (for signs 6' & over)
❑
DETAILS
ii
Scale
Sign material ,-color and illumination type
❑
Actual eu eight of sign or individual letters
u-�oss-section
showing scaled width of sign:
`
if canopy or awning, show entire building
including awning/canopy and color scheme
•
Method of attachment, size/type of
connector AND
•
Site -specific installation details (what sign is
attached to in field), placement and
construction
o Each proposed sign alpha labeled consistent with
application
N�LIEVATION DRAWINGS
le
Ign materials, color &illumination type
Sign face/panel/base dimensions
Calculated total sign/panel area
se materials & how harmonious w/building
��undation type
Alpha labeling consistent with application
rJ CROSS-SECTION
Scale
Edge of landscaping area
• Existing & finished grades surrounding sign
• Total sign height from average grade
Bulletin #102 — January 1, 2011 Page 3 of 4 k:/Handoum/Sign Permit Application
--------------
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FEDERAL WAY HEATED SELF STORAGE
35205 PACIFIC HWY. SOUTH -
FEDERAL WAY, WA 98003
Phone: (253) 941-1111
Fax: (253) 835-7179
LI
SECOND FLOOR PLAN BLDG. "B" --- —
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�ITY OF FEDERAL WAY
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fi OR PLAN BLDG. "A"
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Fabricate and install one (1) Internally illuminated, D/F pole sign
with the following Specifications
Aluminum construction pointed to match PA.1S cool gray 1 I C
1 1/2" retainers
While lexan face
Vinyl colors 3630-51 silver gray, 3630-33 red, 3630-63 rust
broom & hp black
Fluorescent illumination.
Charcoal color CMU base around steel pale/footing.
Address numbers are %" alum routed ptd silver.
Pin mount 1 /4" off CMU face
1�
T
v
I
- 5'-0 1 /2" g "
Fabricate and Install one (1) S/F wall sign with the following
specificatlorm
Aluminum construction painted to match PMS cool gray 1 I C
1 12" retainers
White lexan face
Vinyl colors 3630-63 rust brown
Fluorescent Illumination.
SEL)FSTORAGE
=
0
1r);FEDERAL WAY
�se�asiu�
SELF'STORAGE
a
a
'a T1
5'
sc e/fl
MIN &5'Frx
�i 12 -P4-
use �oF
� -6-07o g
1 17240 Federal Way Self Storage .13S205 Pacific Hwy S Federal Way, WA 95003
FROPRIETARY AHD CONFIDENTLAL' THE INFORMATION CONTAINED IN THIS DRAINING IS THE SOLE PROPERTY OF PLUI1Aa SIGNS. ANY REPRODUCT40N IN PART OR AS A WHOLE WITI TOUT THE 1NRMEN PERMISSION OF PLUMB SIGNS 15 PROHIBITED. 000PYRIGHT, 2010 PWI619 SIGNS,111C.
2'-4
I -4 " _1
PLUMB SIGNS, INC.
303 SOUTH ZM1 STREET
TALC I&% WASTaliM05
_ 253.473.3323
RESUBMITTED
FEB 2 4 2011
CITY OF FEDERAL WAY
CDS
Deniklta Msratori
M C� SiKI P"iG
IiA [ae 12.14.1li
2OF2
tWA
l7-20.10
t
Fabricate and install one (1 ) internally illuminated, D/F pole sign
with the following specifications;
Aluminum construction painted to match PARS cool gray 11 C
1 1/2" retainers
VAilte lexan face
Vinyl colors' 3630-51 silver gray, 3630-33 red, 3630-63 rust
brown & hp black
Fluorescent Illumination.
Charcoal color CMU base around steel pole/footing.
Address numbers are %" alum routed ptcl silver.
Pin mcnint 1 /4" off CMU face
e ou'—.
2'-,4'—1
! F---- 1 -10 - —1
I S70 76
" -- 1 l/ f V & 1
� �
C�aS-G
- f
SLF STORAGE -�-
72,00 Federal Way Self Storage 35205 Pacific Hwy S Federal Way, W►i198003
PROPRIETARY AND CONFIMUTL&L• THE INFORWTION CONTAINED IN TH{S DRAM NG IS THE Salk PROPERTY OF Pi.UMB SIGNS. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF MPAB SIGNS IS PROHIBMD. 4PODPYR1614T, 2010 PWM9 SIGNS, W-
PWMB SIGNS, INC.
90 SOUTH 28TH STREET
rPMMk WAMUMTON 96409
253.473.3323
Danlalle Marston 1 1/2' a 1' 2 OF 2 _
VN WY 51AA OMY 7
YOl1
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• �IF
it �TnL��TURAL TECH-I1�lOLOC��' CO1�lSULT,41�lTS (1�1C.
COURT, SUITE 406, SAN DIEGO, CA Wlil PHONE (858) 218-2400 FAX (858) 218-2424
r {1.VVF-- 1 :
PROJ. NO.
CLIENT:
c<l
I
FEDERAL WAY SELF STORAGE, 35205 PACIFIC HIGHWAY SOUTH, FEDERAL WAY, WA
1438-08 DESIGNER: VH
PLUMS SIGNS INC.
TYf
4'-83�4n
gills
111100
ELEVATION
NOTE: TOP AND 50TTOM
OF SIGN AND POLE COVER
TYPICAL SADDLE DETAIL
C scams. KM
is 1
ci N
NQ
SHEET: I OF 3
DATE: 02-14-II
STRUCTURAL TECHNOLOGY CO 5ULTANTS INC.
1821 CONVOY COURT, SUITE 406, SAN DIEGO, CA S2111 PHONE (858) 218-2400 FAX (858) 215-2424
�T�PROJECT: FEDERAL WAY SELF STORAGE, 35205 PACIFIC HIGHWAY SOUTH, FEDERAL WAY, WA SHEET: 2 71 3 '
CLR NT O PLUMS SIGNS INC. DESIGNER: VH DATE: 02-14-I1 r
y DESIGN CODE- IBC 2009 wf ASCE 7 Provisions
Q units; pounds, feet u.n.o.
S Ep m WIND (wind overns design)
OF WAsy�¢ ° '22 Basic Wind Speed: 90 Per ASCE 7-05,Fig. 6.1
4 C W
b-il Exposure C
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I
l4 w1l
(�1��- LC�Af�--EARS,--'EArF,AGE
(10 TOTAL) wU�-S�
F3AQs a 12" o.c_ (5 TOTAL!)
Design Wind Pressures (psf)
Heights; 15 22.92
Area Force
Arm
Moment
31,9 732
3.4
2470
42.0 963
9.4
9026
73.9 1694
11495
Footing Design
IBC Table 1806.2 6 Sec. 1806.3.4
Footing Type:
square
Soil Pressure (100x2):
200
b = 5.39
51=5xd/3
51= 345
A=2.34P/51xb
A=2.13
d =0.5A (1+[1+(4,36h/A)f')) = d = 5.16
• /f q Formula Per IBC Section 1807.3.2.1
i w Footing size: 2'-0" x5'-0" x5'-3" Depth
2
SIDE ELEVATION
-0 B xxeva• . r-o'
GENERAL NOTES FOR POLES AND FOOTING.
1. CONCRETE DESIGN AS f'c=2500 P61., MIN. SPECIAL
INSPECTION NOT REQUIRED.
2. PIPE STEEL :518" ASTM A53 GRADE 5.
3. SIGN CABINETRY SHALL 5E FABRICATED IN THE SHOP
OF AN APPROVED FABRICATOR.
4. SOIL PASSIVE PRESSURE EASED ON 2009 15C TABLE
1606.2 CLASS 5 MATERIAL. SPECIAL INSPECTION NOT
REQUIRED. (IF SOFT OR SANDY SOIL, COLLAPSING OR
UNSTABLE SOIL, ORGANIC MATERIALS OR
GROUNDWATER ARE ENCOUNTERED, IMMEDIATELY
CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL
FOUNDATION REQUIREMENTS.)
5. SITE IS NOT SUBJECTED TO WIND SPEED-UP EFFECT
(Kzt <_ 1.0) AS DEFINED IN SECTION 6.5.1.2 OF ASCE
1-05. CONTACT ENGINEER OF RECORD IF SUCH
EFFECTS ARE PRESENT.
6. STEEL: ALL WELDING SHALL BE PERFORMED 5Y AWS
CERTIFIED WELDERS USING E-10 ELECTRODES OR
WIRES AND AWS APPROVED SYSTEMS AND
PROCEDURES.
1. PROVIDE SLOPE AWAY FROM BASE OF POLE.
8. REINFORCING STEEL ASTM A615, GRADE 60.
9, PROVIDE 3" MIN. CLEAR CONCRETE COVER ON ALL
STEEL E' 5`DDED IN CONCRETE FOOTING. -
Column Design
Pipe Steel - i 18" ASTM A53 Grade B / > 18" ASTM API51L Grade B
Moment at base (#-ft): 11,495
Required S (in 3): 6.6
5 = Moment x 12 / (1*21000)
H (ft) M (lb/ft) 5 req'd. Size (in) Ibs / ft t (in) 5 (in)
0.0 11,495 6.6 6.0 19.0 0.280 8.0
Reinforcement Design #5 Bars w/ #4 'U' Shape Bars @ 12" O.C.
An = 0.0018 (24")(63") = 2.72 / 0.31 ins = 8.77 =10 bars
As of #5 bar = 0.31 inz OK
V (lb)
pv WAS , asy,�
G
0
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SSIONA L
STRUCTURAL TEC>'-NOLOG"T" CO 6ULTANTS INC.
1821 CONVOY COURT, SUITE 406, SAN DIECzO, CA 92111 PHONE (858) 218-2400 FAX (858) 218-2424
PROJECT: FEDERAL WAY SELF STORAGE, 35205 PACIFIC HIGHWAY SOUTH, FEDERAL WAY, WA SHEET: 2 OF 3
PROJ. NO.: 1438-05 DESIGNER: VH DATE: 02-14-II
CLIENT: PLUME, SIGNS INC.
DESIGN CODE- IBC 2009 w/ ASCE 7 Provisions
units; pounds, feet u.n.o.
WIND (wind governs design)
.2.2 Basic Wind Speed: 90 Per ASCE 7-05, Fig. 6.1
Exposure C
Design Wind Pressures (psf)
Heights; 15 22.92
Area Force Arm Moment
31.9 732 3.4 2470
42.0 963 9.4 9026
73.9 1694 11495
Footing Desi n
IBC Table 1806.2 6 Sec. 1806.3.4
Footing Type: square
Soil Pressure (100x2): 200 b = 5.39
51= S x d/3 S1= 345
A=2.34P/Slxb A= 2.13
d =0.5A (1+[1+(4.36h/A)]") } = d = 5.18
Formula Per IBC Section 1807.3.2.1
Foot in size: 2'-0" x5'-0" x5'-3" Depth
Column Desi n
Pipe Steel - <-18" ASTM A53 Grade B / > 18" ASTM API51- Grade B
Moment at base (#-ft): 11,495
Required S (in): 6.6
S = Moment x 12 / (1*21000)
H (ft) M (lb/ft) S req'd. Size (in) Ibs / ft t (in) S (in') V (lb)
0.0 11,495 6.6 6.0 19.0 0.312 7.1 -
Reinforcement Design #5 Bars w/ #4 'U' Shape Bars @ 12" O.C.
A,t = 0.0018 (24")(63") = 2.72 / 0.31 in2 = 8.77 = 10 bars
A, of #5 bar = 0.31 in2 OK
�o A
WASy��� i
a
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STRUCTURAL TEC>1-NOLOGI- CONSULTANTS INC.
1821 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE (858) 218-2400 FAX (858) 218-2424
PROJECT: FEDERAL WAY SELF STORAGE, 35205 PACIFIC HIGHWAY SOUTH, FEDERAL WAY, WA SHEET: 3 OF 3
PROJ. NO.: 1438-08 DESIGNER: VH DATE: 02-14-11
CLIENT: PLUMS SIGNS INC.
DESIGN CODE- IBC 2009 w/ ASCE 7 Provisions UNITS; POUNDS, FT U.N.O
ASCE 7-05 Wind Loads
6.5.14
F=qh*G*Cf*AS
6.5.10
qh = 0.00256*1<h*Kzt*Kd*V2*I
Kzt= 1.0 (unless unusual landscape)
I=
1
Kh= table 6-3
Exposure
C
Kd= 0.85 for signs
I=
500
V= 90 mph
a
0.2
6.5.8
6=0.925 ((1+1.7*gq*Iz*Q)/(1+1.7*9,*I,)) or 0.85
c=
0.2
iz=c*(33/zy"')
z=max(0.6*h, zmin)
zmin= 15
Load Combination Factor =
1.0
g,= 3.4
gq 3.4
Q=A 1.0 / (1+0.63*(B+h)/Lz)0.63 )
Lz= 1*(z/33)`
sign
elem. #
h Kh qh
G s/h B/s
Cf
for structural category II
(constant for Lz. Table 6.2)
pressure F
1 6.75 0.85 14.98 0.85 0.44 1.52 1.80 22.92 732
2 12 0.85 14.98 0.85 0.44 1.52 1.80 22.92 963
sum: 1694
of WAS
Asy�g
4,
y
a
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