17-100243 . Sign
City of Federal Way Permit #:17-100243-00-SG
Community Development Dept.
33325 8th Ave S
Federal Way,WA 98003 Inspection Request Line: (253)835-3050
Ph:(253)835-2607 Fax:(253)835-2609
Project Name: CVS PHARMACY/AUTO ZONE
Project Address: 33520 21ST AVE SW Parcel Number: 132103 9098
Project Description: Installation of(2)internally illuminated monument signs. Includes electrical connection to
existing J-Boxes.
Owner Applicant Contractor
WASHINGTON CVS PHARMACY LLC CONNIE GUFFEYPLUMB SIGNS INC PLUNOMNS INC (ELECTRICAL 04)
100 WEST MINISTER ST SUITE 1500 909 S 28TH ST P IBSI077QS(11/10/17)
PROVIDENCE RI 02903 TACOMA WA 98409
909 S 28TH ST
a TACOMA WA 98409
N` „ ---
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.4
.•
Additional Permits ffermation
Comprehensive Plan Designation Neighborhood$usi�Zoning Designatio BN
PERMITuesday,? ly,2017
Permit Isle on Thursday,Jani 26,2017
4.
I hereby certify that the above aboverrn4kcir correct and t construction on the above described property
and the occupancy and the us rbe in accordance wi e laws, rules and regulations of the State of
Washington and the Ci f Federal Way.
Owner or agent: ("7--1ji. Date: / L -i l
1
.. THIS CARD IS TO REMAIN ON-SITE
CITY OF
- Construction Inspection Record
Federal Way INSPECTION REQUESTS: (253)835-3050
PERMIT#: 17 100243 00 Address: 33520 21ST AVE SW
Project: WASHINGTON CVS PHARMACY L FEDERAL WAY WA 98023-2874
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.
0 Footings/Setback(4110) ` .. Final-Electrical(4055) Final-Sign(4085)
Approved to place concrete Approved Approved
By IN* Date 1,113 ill By Date By Date
Q Attachment(4010)
Approved
By 1*4 Date 3' I 14 1 11
PAVtiol F(1n41- PIAA Slgil^ + P,vtal ri1G 4Giv( Ci/tA rwrov4A Ovvc $t,�i leil '
Ft 1I e o1 OA tante-C- Y-A . Ing .1.1‘k ,t-i
LI Rough Electrical El Final Electrical ❑ Right of Way
Approved Approved Approved
By Date By Date By Date
imam
< co., o :... SIGN PERMIT
•Fe era1 Vym 201
APPLICATION
PERMIT NUMBER 'J 7,O U) 3- S TARGET DATE a01 /
SITE ADDRESS 335/6 -
n/ ) ___ /9 v - ,[ /-
BUSINESS NAME ON SIGN n u 7 z / e y.5 ,i9.-.72 m ac y
ASSESSOR'S TAX PARCEL# / ,*3 ,./ e, .3 - 9 / Q O ZONING DESIGNATION OW
ELECTRICAL INCLUDED (Attaching to existing J-box) No
PROJECT VALUE $ 4' 2 6
DETAILED PROJECT DESCRIPTION te?O
/N 5?s/L`- 0 ) /A. ..0 er-,,,ie -T �js
'We"tiumLA./T $/G ,0-7-
..
SIGN OWNER: NAME n PRIMARY PHONE
/7 U y 76 eo Ai a ( )
-
MAILING ADDRESS FAX NUMBER
335 6 -c?iPc" /9lej. Lei• ( ) -
CITY STATE ZIP CODE E-MAIL ADDRESS
Fe Dc,e, 1.z_ 4./44, 404' 9i'Dd3
CONTRACTOR: NAME - OFFICE PHONE
,�LC. i
4 -).-, „.5i f2.2,53)-$‘zi -.. c'
MAILING ADDRESS �! CELL PHONE
Pe)9 0" r . _ - -- - - .. ( ) -
CITY STATE ZIP CODE E-MAIL ADDRESS
WA STATE CONTRACTOR'S LICENSE: °EXPIRATION/4' D/A�: 1FEDERAL97-BUSINESS' s,' 60.4
APPLICANT NAME PRIMARY PHONE
,..1s11A .15 ,P-n6 Y ( ) -
MAILING ADDRESS FAX NUMBER
( )
CITY STATE ZIP CODE E-MAIL ADDRESS
PROJECT NAME ,r PRIMARY PHONE E-MAIL ADDRESS:
CONTACT Cea,,toiti't�. c-3045, 625.5)•517.3 -33. 3 C4,--vAri t. evo'1"..de,rp..65,a*,
K".V c ereb..,
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 ant
authorized by the owner of the above premises to perform the work for which the permit application is made.
/ -/ 7-,
SIGNATURE �!�� --lea- DATE: _, . _
I
PRINT NAME it/, -
G` y
PERMIT CENTER+33325 8T AVENUE SOUTH+FEDERAL WAY.WA 98003-6325+253-835-2607+FAX:253-835-2609 +permitcenter(ctcitvoffederalway.com
PROVIDE THE FOLLOWING INFORMATION FOR EACH PROPOSED SIGN
FREE STANDING SIGNS
SIGN TYPE SIGN AREA ILLUMINATED? LANDSCAPING TOTAL BASE
(Monument,Pedestal,Pole) (#of faces x 2) _ (square feet) HEIGHT HEIGHT
A
J19atuiL.7?E.N T LV./� x � _ JAv T is
B - -
SUBJECT PROPERTY'S FRONTAGE ON PUBLIC RIGHT OF WAY(LINEAR FEET): /cSD
BUILDING MOUNTED SIGNS
SIGN TYPE SIGN AREA ILLUMINATED? BUILDING ELEVATION EXPOSED
(Cabinet,Channel Letter,Awning,etc.) (N,S,E,W) BUILDING FACE
A
B
C
D
E
LARGEST EXPOSED BUILDING FACE(SQUARE FEET):
EXEMPT SIGNS
SIGN TYPE SIGN AREA SIGN HEIGHT NUMBER OF
(Directional,Instructional,tenant panel,etc.) SIGNS
E-1
E-2
E-3
E-4
E-5
Bulletin#102—May 3,2016 Page 2 of 3 k:/Handouts/Sign Permit Application
ENT OF COMMUNITY DEVELOPMENT SERVICES
�r�.... R ES U B M I�� 33325 8th Avenue South
Federal Way,WA 98003-6325
CITY OF JAN 2 4 2017 253-835-2607;Fax 253-835-2609
FederalWay www.cityoffederalway.com
ITY OF
WAY
COMMUNITY
V LONT
RESUBMITTAL INFORMATION
This completed form MUST accompany all resubmittals.
**Please note: Additional or revised plans or documents for an active project will not be accepted
unless accompanied by this completed form. Mailed resubmittals that do not include this form or that
do not contain the correct number of copies will be returned or discarded You are encouraged to
submit all items in person and to contact the Permit Counter prior to submitting if you are not sure
about the number of copies required. **
ANY CHANGES TO DRAW/NGS MUST BE CLOUDED.
Project Number: - / e D - O d - 3 G-
Project Name: C v.S / ,'2.4-- y l /2-to rn • ,
Project Address: 33.S�o — Pg-t .6- to •
Project Contact: e►'y,/,4 y Phone: a4.t"3 • -St 73.33 x
RESUBMITTED ITEMS:
# of Copies ** Detailed Description of Item
i•� /S L D t.5 i6& F d.e a.vk touT
_ 4W 414 /4• f ,e) .Q so c eoe
** Always submit the same number of copies as required for your initial application.**
Resubmittal Requested by : ‘.75ce4 F .4.✓,DI?tetter Dated / /a3 /17
to em r
OFF/CE USE ONLY
RESUB#: Distribution Date: By:
Dept/Div Name # Description
Building
Planning _.
PW
Fire
Other
i3u11cun X129-.lulu:(I 1.22011 I,.r_ I ui I k:\►iandouts\R&+uhnuital ►nhnu!aucm
•
1-04-17 Icon Identity Solutions Sht. 1 of 5
File: IconIdentSolut2702a.mcd
Site: CVS Pharmacy
Location No.78817
336th and 21st Avenue South West
Federal Way,Washington 98023
Sign Type: 12'-0"OAH single pole for a 4'-7"x 9'-0 5/16"upper ID sign with 1'-9 1/8"x9'-10"top trim,a 4'-5 7/8"
x 9'-0 5/16"lower ID sign and 1'-4"x 9'-10"masonry base on a 6"below grade caisson footing with
slab for the masonry.Two(2)of these signs will be installed at this site.
Drawing No. 1603127 rev.B
Design wind load based on the Washington State Building Code(2015 IBC)using Exposure C and 115 mph wind speed.
Design Wind Speed: (mph.) V:= 115.0 Based on Risk Category II
Velocity Pressure Coefficient ata Height of Less Than 15', Exposure C : Kz:=0.85 Based on Table 29.3-1
Topographic Factor: Kzt:= 1.00 Based on Table 26.8-1
Wind DirectionalityFactor: Kd:=0.95 Based on Table 26.6-1
Velocity Pressure: (PSF) qz:= 0.00256•Kz•Kzt•Kd•V2 qz = 27.339 Based on 29.3-1
Force Coefficient: Cf:= 1.80 Based on Figure 29.4-1
Gust Effect Factor: G:=0.85 Based on 26.9.4 for Other Structures
Load Combination Factor: LCF:=0.60 Based on 2.4.1,Case 7
Design Pressure: (PSF) F:=gz•Cf•G•LCF F= 25.097 Use: WL:=25.1 '
Reference: Manual of Steel Construction,AISC 13th Edition.
Tube: ASTM A-500 Gr.B Fy=46.0 ksi.; Fb=30.36 ksi. ; Fv=18.40 ksi. CITY cir'ess,
Plate: ASTMA-36 Fy=36.Oksi.; Fb=27.00 ksi.; Fv=14.401si.
Anchor Bolts: ASTM F-1554 Gr.36 Fu=58.0 ksi. ; R= 19.14 ksi.; Fv=14.40 lsi.
Reference: American Concrete Institute, Code 318.10 L
Rebar: ASTMA-615 Grade 60 Fy=60.0 ksi. Jeff L. Griffin
f,o
Concrete: 2,500 psi.compressive strength at 28 days. 12255 W.. 187th St
M
Design Loads at Top of Footing: (6"below grade.)
oke a IL61i' 8
(1.59
Top Trim : TopTrm:= (1.59.9.83•WL)• \ / + 10.911 TopTrm= 4591.936 ft.lbs.
2 .41.-(,:,,?It9.08 .,,"` sN -,?'
Signs: Sgns:_ (9.08.9.26•WL)•r —1 + 1.831 Sgns= 13443.427 ft.lbs. z .I
A
2 ti`
fr-49 ;0.;. .`.
lift'Masonry Base: MsnryBase:_ (1.33.9.83•WL)• 1.33 + 0.5 MsnryBase= 382.3 „, 4by'j '
31467
Moment: (ft.lbs.) MtTOF:= TopTrm+Sgns+MsnryBase MtTOF= 18417.663 ''" 2,..._3'/
r ''•+ s° 4
Shear: (lbs.) ShrTOF:= (1.59.9.83•WL) +(9.08.9.03•WL) + (1.33.9.83•WL) ShrTOF - Rl' ' '' ,/6
Cat
Design of Pole Structure at Top of Footing:
Section Modulus of Tube: (in.3) HSS 6"x 6"x 1/4"wall - TubeSM:= 9.54
•
- - " 1-04-17 Icon Identity Solutions Slit.2 of 5
Bending Stress: (psi.) fb MtTOF•12 fb = 23166.872
TubeSM
Area of Tube: (in.2) HSS 6"x 6"x 1/4"wall - TubeArea:= 5.24
ShrTOF
Shear Stress: (psi.) fv:= fv = 530.242
TubeArea
fv
Unity Check-Pole: UCPoIe:_ � + UCPoIe = 0.792 < 1.00 OK
30360 18400
Design of Anchor Bolts at Top of Footing:
Anchor Bolt Diameter: (in.) AncBltDia:= 1.00
Stress Area: (in 2) AncBltArea:_ Ts'AncBltDia2 AncBltArea= 0.785
(Based on nominal diameter perAISC 4-3) 4
Allowable Tension: (lbs.) AllwTen:= 19140•AncBltArea AllwTen= 15033
Allowable Shear: (lbs.) AllwShr:= 14400•AncBItArea AllwShr= 11310
Number ofAnchorBolts in Tension: NoTen:= 2
Front to Back Distance Between Anchor Bolts: (in.) LvrArm:=9.0
Tension Load per AnchorBolt: (lbs. ) TenAncBlt:= MtTOF•12 TenAncBlt= 12278.442
(NoTen•LvrArm)
Number of Anchor Bolts in Shear: NoShr:=4
Shear Load per Anchor Bolt: (lbs.) ShrAncBlt:= ShrTOF ShrAncBlt= 694.62
NoShr
TenAncBlt ShrAncBlt < 1.00 OK
Unity Check: UCAncBlts:_ + UCAncBlts= 0.878
Anchor Bolts AllwTen AllwShr
Allowable Bond Stress: (lbs./in 2) U;_ 1 (4.8. 25001 U= 120
2 AncBltDia/I
TenAncBlt
Developement Length: (in.) Ld:_ Ld = 32.57
U•n•AncBltDia
Embedment Length: (in.) AncBltEmb :=42— 4.5 AncBltEmb = 37.5
(42"overall length minus 4-1/2"of thread projection. )
Unity Check: UCABEmb:= Ld UCABEmb= 0.869 < 1.00 OK
Anchor Bolt Embedment AncBltEmb
Use: Four(4) 1"Dia.x 42"anchor bolts with 4-1/2"of top thread and 2-1/2"of bottom thread.
• • 1-04-17 Icon Identity Solutions Skit.3 of 5
•
Design of Base Plate at Top of Footing:
Plate Thickness: (in.) P1tThk:= 1.0 Plate Width: (in.) PltWdth:= 12.0
Side to Side Distance Between Anchor Bolts: (in.) BltSprd:= 9.0
V
Transfer Distance : (in. ) PLS:= (LvrArm2+BltSprd2) —J(6.02+6.02)
PLS = 2.121
2
r TenAncBlt•NoTen•PLS•6
Minimum Thickness Required: (in.) ReqdThk:= L ReqdThk= 0.982
(PltWdth•27000)
Unity Check: UCBasePltThk:= ReqdThk UCBasePltThk= 0.982 < 1.00 OK
Base Plate Thickness PltThk
Use: 1"thick x 12"x 12"base plate with four(4)1-1/4"diameter holes on a 9"square bolt pattern.
Design of Caisson Footing:
Overturning Moment: (ft.lbs.) Ma:= MtTOF Ma= 18417.663
Shear: (lbs.) Va:= ShrTOF Va= 2778.47
Applied Lateral Force: (lbs.) P:=Va P= 2778.47
Allowable Lateral Soil Pressure: (lbs./ft.2 per ft.) LP:= 250
Diameter of Round Footing: (ft.) bl := 2.5
Distance in Feet From Ground Surface h: = Ma h = 6.629
to Point of Application of"P" Va
Depth of Footing Below Grade: (ft.) d:= 5.5
Height of Concrete Footing: (ft.) dl := 5.0
Depth of Footing Below Grade: (ft.) Dpth:=d — dl Dpth= 0.5
Allowable Lateral Soil Bearing Pressure Pursuant S3 := dl.(LP.1.33) S3 = 1662.5
to the 2015 International Building Code Section
1807.3.2.2 and Table 1806.2.
Required Depth : (ft.) d2:=14.25.( P h d2= 4.34 < dl = 5 OK
S3•bl)
Check Tensile Stress in Footing:
Overturning Moment About Heel Point: (ft.lbs.) Mh:=Ma+(Va•dl) Mh= 32310.011
Treat as a cantilever at bottom.
Compressive Strength of Concrete: (psi.) fc:= 2500
Yield Strength of Rebar: (psi.) fy:=60000
n•(b1.12)3
Section Modulus of Footing: (in.3) Sw := Sw = 2650.719
32
- 1-04-17 Icon Identity Solutions Skit.4 of 5
•
C(Mh•12)
Tensile Stress in Concrete: (psi.) ft ft = 146.27
Sw J
Allowable Concrete Stress: (psi.) 4Ft:= 0.65.(5•) 4Ft= 162.5 > ft= 146.27
REBAR REQUIRED FOR STRESS
Design of Reinforcing Steel in Caisson:
Moment for USD Design: Mu:= 1.7•Mh Mu= 54927.018
d:= [(b1.12)•.80] — 3 d = 21
To Plot for"ju" : coeff:= Mu 12 coeff= 0.02 ju:= 0.81
fc•bl•12•d2
Required Area: (in.2) As:= Mu 12 As= 0.538
ju•fyd.1.2
Rebar Size: Number:=4
n•
(Number)2
Rebar Area: (in 2) Area:= 8 /II Area= 0.2
4
Number Required: As I.2 = 5.482 Use six(6)#4 Rebar x 4'-6"LG.equally spaced on
Area a 24"circle with seven(7)#3 Rebar ties with top
three(3)in first 5",three(3 )on 9"centers and
the remaining tie 18"on center.
Slab Parameters:
Depth of slab below grade: (ft.) DS := 0.5
Width of slab: (ft. ) WS:= 10.5
Length of slab : (ft.) LS:= 3.0
(Wind direction)
Design of Reinforcing Steel in Slab :
Rebar size: Number:= 3
n•
(Number)2
Rebar Area: (in.2) Area:= 8 Area= 0.11
4
For length of slab : Asl:= 0.0011•DS•WS•144 Asl= 0.832
Number required: Asl = 7.529 Use eight(8)#3 Rebar x 2'-6"LG.equally spaced
Area using 3"typical side clear thru center of slab.
' 1-04-17 Icon Identity Solutions Slit.5 of 5
For width of slab: Asw:=0.0011•DS•LS•144 Asw= 0.238
Number required: —Asw = 2.151 Use four(4)#3 Rebar x 10'-0"LG.equally spaced using
Area 3"typical clear thru center of slab.
Quantity of Concrete: (yds.3) Cy:=Frc.(d1 – DS) b12] + (LS•WS•DS) CY= 1.401
4.27 [ 27 ]
I
cVS/pharmacy PROPOSED VARIANCE
SITE PLAN
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FOR
r_20= C VS PHARMACYilaillir
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.c.....___p_ _ Agent/Contractor:
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(253)473-3323 Ext. 15 inl
SW 336TH STREET_ — V O W O
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Date: 3/26/2014 y
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CVS CS '78817 Revisions:
336th & 21st Ave SW
JAN 11 :017
,Ale Brand'o Federal Way, WA 98023 I }T /OF E „
. .
/pharmacy s. PROPOSED SIGNAGE
Buildin Si .,.s
= i 33'5" — t 1773 t
- 0 fi -I 118"Drive- - ' Pharmacy
4 CVS/ph - acy •.46 sq.ft. - Qty. 2- Ilium
I
133.6 sq.ft. -Qty . Ilium
Drive Thru Pharmacy Signs
CD 1 6.
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"88-"CLEARANCE 0'-0"S OT/:1\\0.62 SOFT.
SCALE 114"=1'-0" SCALE:114"=1'-0"
Window/Door Signs
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DF INTERNALLY ILLUMIN, ' MONUMENT DF INTERNALLY ILLUMI' D MONUMENT
QTY 1 SCALE 1/4"=1-0" QTY:1 SCALE:114"=1'-0"
BASE TO MATCH BUILD] • ATERIALS BASE TO MATCH BUILDING MATERIALS 1 A N 1-7, X011
•
Date 3/26/2. , CITY OF FEMAtkiliat
CVS CS 78817
Revisions COO
iiii 336th & 21st Ave SW
Federal Way, WA 98023
10'-6" WIDE CONCRETE SLAB
�0, 63 (6) #4 REBAR x 4'-6" LG.
c;PFsif 9" f- EQUALLY SPACED ON 24" CIRCLE
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8782 C/O TVC CONSTRUCTION SERVICES, LLC. FOR
sn.« ` 11• • (425)251-8782 FAX
=m s CM ENGINEERING. AND PUNNING. PPowSR1 N/A 5757 W.MAPLE STE.800 CVS PHARMACY, FEDERAL WAY*NEW STORE
SURVEYING,ENMRONMENTRL SERVICES Do,. 2/30/1/ WEST BLOOMFIELD,MI CS PROJECT NUMBER=78817
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RESUBMITTED
Date: 1/24/2017
CVS CS 78817Revisions: JAN 24 2017
£ 336th & 21st Ave SW
CITY OF FEDERAL WAY
Federal Way, WA 98023 cOMMUNITYDEVELOPME:NT
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