HomeMy WebLinkAboutPermit S17-0054 - WOODSPRING SUITES - BUILDING MOUNTED AND FREESTANDING SIGNSWOODSPRING SUITES
15637 WEST VALLEY HWY
S17-0054
BUILDING MOUNTED
& FREESTANDING
SIGNS
City of Tonk^m"^U
��
Department of Community Development
63UO5wuthcenterBoulevard, Swbe010O
Tukwila, Washington 98200
Phone; 206-431-3670
Web site: http://www.TukwilaWA.Rov
Parcel No: 0005800002
PERMANENT SIGN PERMIT
Permit Number: S17'0054
Address: 15G37WEST VALLEY HVVY Issue Date: 9/6/2017
Permit Expires On: 3/5/2018
Owner:
Name: NELSEN FAMILY TRUST
Address 1051ONORTHUPVVY#3OOC/O VVVC K|RKU\ND'VVA 98033
Contact Person:
Address: 204015TH AVE vV'SEA7TL['WA, 98119
Contractor:
Name: GK4NAMEPLATE
Address: Z04016THAVE VV'SEATTi[,WA, Q8119
License No: xcC2109
Business:
WOO[8P0NG5UITES
Address:
Phone: (360) 789-5934
Expiration Date:
DESCRIPTION 0FWORK:
TWO BUILDING MOUNTED SIGNS AND ONE FREESTANDING MESSAGE CENTER SIGN WITH DYNAMIC ELEMENTS.
Fees Collected: $820.86 Zoning: TUC Electricity Provided by: PUGESTSOUND ENERGY
Types of Sign:
1'FREESTANm|NG-CO,NpNERCIAL
STREET NAME: bmgasnsWa
SIGN AREA PER FACE: 50
SIGN AREA PER SIGN: 100
WIDTH OFSIGN: 625
SIGN HEIGHT: 8
SETBACK: 8
STREET FRONTAGE: 1285
2.BW|LD|NG-W4iL
EXPOSED BUILDING FACE: 3306.25
SIGN AREA (S[\R): 116.86
3.gQ|LD|wG-WALL
EXPOSED BUILDING FACE: 4371.78
SIGN AREA (SQFO: 120.13
Planning Division Authorized Signature:
Date: 9/6/17
I hearby 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.
Signature:
Print Name:
ACCEPTANCE BY EMAIL
IS SIGNATURE FOR
PERMIT AND CONDITIONS
Date: 9/6/17
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.
Sign permit inspections are conducted once a month. This allows approximately 30 days for the sign to be
manufactured and installed. Please let us know if more time is needed.
If payment for the job is pending final inspection approval, please provide the sign permit information by email
to max.baker@tukwilawa.gov or call 206-431-3683 and we will complete the inspection within
five (5) business days.
Electrical permits and inspections occur independent of this permit.
FINAL INSPECTION APPROVAL: DATE:
Jaclyn Adams
From: Jaclyn Adams
Sent: Monday, December 11, 2017 11:53 AM
To: 'Jim Minar'
Cc: Jonathan Joseph
Subject: RE: Woodspring Suites Sign Permit S17-0054
Jim,
I will schedule your sign inspection for March. Thanks again for being so communicative.
Have a wonderful day,
Jaclyn Adams
Administrative Support Specialist' City of Tukwila
6300 Southcenter 81, Suite 100 I Tukwila, WA 98188
T: 206-431-3670 I F: 206-431-3665
Jaclyn.Adams@TukwilaWA.gov I http://www.TukwilaWA.gov
The city of opportunity, the community of choice
From: Jim Minar [mailto:jminar@supergraphics.com]
Sent: Monday, December 11, 2017 11:51 AM
To: Jaclyn Adams <Jaclyn.Adams@TukwilaWA.gov>
Cc: Jonathan Joseph <Jonathan.Joseph@TukwilaWA.gov>
Subject: RE: Woodspring Suites Sign Permit S17-0054
Jaclyn
Woodsprings Suites sign permit # S17-0054 will be scheduled to be installed on Feb 20th 2018.
Thanks
JIM MINAR • PERMIT PROCUREMENT SPECIALIST / PM
1.206.436.8227 C 360.789.5934
Owww.superGraphics.com
From: Jaclyn Adams [mailto:Jaclyn.AdamsTukwilaWA.goy]
Sent: Wednesday, December 06, 2017 1:12 PM
To: Jim Minar
Cc: Jonathan Joseph
Subject: RE: Woodspring Suites Sign Permit S17-0054
Dear Mr. Jim Minar,
Thank you for your email. 1 will extend both of these permits.
| have oquestion regarding S17-)OS2.|removed this signfrom the inspection list because | was under the impression
that the sign m/asgoingtoconmebackforrexision.|haveattachedtheapprovedp|anaetforthispermit.Canyouchech
this plan set and let nneknow Iitreflects the sign that will be going upinJanuary?
if the sign design has changed since this iteration, we will need an updated plan set.
Thank you,
Jaclyn Adams
Administrative Support Specialist|City of Tukwila
63UOSootbceuterB\,Suite lOU|Tukwila, WA98188
T:206'432-36701F:206'431'3865
The city of opportunity, the community of choice
From: Jim K4inar[maikojminar(@suVe,Rraphics.coml
Sent Wednesday, December 6,201712:49PK8
To: Jaclyn Adams <Jaclvn.Adams@TukwilaWA.gov>; Jonathan Joseph <Jonathan.Joseph@TukwilaWA.gov>
Subject: FW: Woodspring Suites Sign Permit S17-0054
| will need Zsigns permits extended.
Woodspring Suites sign permit # S17-0054. Need extended to February, Building is not ready for signs yet.
Hotel Interurban sign permit #S17-OU52extend tuJanuary Z018.
VVeare scheduled toinstall this month but may gointo Jan.
Please confirm permits are extended.
Thanks
JxMwXINAR°PERMIT PROCUREMENT SPECIALIST /Pp4
L206.436.8227 0360.789.593*
-�wwwsupenGraphics.oum
2
8/17/2017
GM NAMEPLATE INC
'Search L&I
411.114 Washington State Department of
Labor & Industries
GM NAMEPLATE INC
Owner or tradesperson
Principals
CLECKLEY, BRUCE Edward, PRESIDENT
ROOT, GREGORY Barton, VICE PRESIDENT
Root, Bradley Huntington, SECRETARY
SHARRET, JACK Lynn, TREASURER
KROEGER, CINDY, SECRETARY
(End: 05/03/2017)
Doing business as
GM NAMEPLATE INC
WA UBI No.
578 015 454
2040 15TH AVE W
SEA'TTLE, WA 98119
206.284-2200
KING County
Business type
Corporation
Governing persons
DONALD
ROOT
RODERICK WILLIAMS;
BRUCE CLECKLEY:
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations..
Construction Contractor Active.
Meets current requirements.
License specialties
GENERAL
License no.
GMNAMPOO4JS
Effective — expiration
04/10/2000— 05/28/2019
Bond
TRAVELERS CAS & SURETY CO
Bond account no.
206887133
$12,000.00
Received by L&I Effective date
09/11/2001 07/22/2001
Expiration date
Until Canceled
Insurance
Travelers Property Cas Ins Co $1,000,000.00
Policy no.
8B981053
Received by L&I Effective date
06/27/2017 07/01/2016
Expiration date
https://secure.lni.wa.gov/verify/DetaiLaspx?UB1=5780154548,LIC=GMNAMI*004JS&SAW= 1/3
\
e)°4 510 Sec
Address of Tenant / Business:
V q.
10cLIAte
Contractor State License #: t--) i4w1 C*- 0 (1(.175
Contractor's City of TukwilasBusiness License #: - 0913-6 6,3
Contractor Address 6 / HiftEct)city 5E14, 7Y-.142 stwpf zip ctve))9
CITY OF TUKWILA
Department of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431-3670
PERMANENT SIGNS
Building Mounted And
Freestanding
PERMANENT SIGN PERMIT APPLICATION
FOR STAFF USE ONLY
P1annerJYtVJA 11 015,e/PYI
File Number :
Needs Electrical:es) No
Associated File Numbers :
Zoning of Site: J XICommercia1f1ndustria1
Residential
Number of Building Mounted Signs included in application:
Number of Freestanding/Monument Signs included in a plication: S 0 ce 1.444", 5/q
Other signs included in applicatio yna / Canopy /Awning / Other):
Text on sign will read: LC)001) Spr; Lt./ c (4/-/-t-S" , E el 5-fet /Azle c
Name of Tenant:
Contractor: c 1/14
Contact Name for Permit: l44 14.4 c(
Contact Address: 4201/0 4.5.1"' friver . City se* H9ri2 Stt.Q$Zip
Contact E-mail: 3— KA e 5u pb,-,Ca iAf
Contact Phone: 3 D 7 g 9 5-9 3 ci
I HEREBY CERTIFY that the information contained in this application and the materials furnished to the City by me are true. I
understand that if I provide incorrect information on this application or submit plans that are not correct, it could delay issuance of a
permit or, if the pj it has been issued, be cause for the City to revoke the sign permit.
Date.
Si Owner o Authorized Agent
AUG 16 2017
Community
Development
EXISTING: SIGN 02
'2' 9
FRONT VIEW
PROPOSED
6T-0"
Elevation
EQ
RECEIVED
AU6 28 2011
Community
Development
I2'-9"
EQ
Oliaation: Carol Wars *kit
Wanda. SCIN, Dialthd In Mt Marva
air match to as waded by dent
ElutrIcal SOW TO be proralid alga loofa
q Ova
Lendlcaplag PIA
Comma
ailsarq • 124 sal
Proattad -14011 tat
67 X 50,25 3366,75
3366,75-3000: 366.75
366.75 X ,02 7,335
7.335 + 110
117,33 SO FT
ALLOWABLE SIGN AREA
117 SO FT
PROPOSED
RECEIVED
Atis 24 2011
Community
Development
S11
August 25, 2017
FILE NAME
4
CLIENT INFORMATION
frit
INTERNAL INFORMATION:
APPROVAL,
a
hqw
EXISTING: SIGN 01 PROPOSED
he
T
'V
- I.
4 2 70'
21/.3 11 /16'
CU-I-18
120.18 00.n.
Sew:m.1v
44,
gig ",t1)1
Elevation
87'41"
-
!,150441,
-111111111111
—
ty-
124112224;
511;41W4: CUM
Ductlidon: Chine Won *circa
Rutorillon 3014 Doplolul Who r.4 MOO
PIN NIA to In providid by OK
ElootrIcol M. To 14 walk to sign locollon
hy drum
Undocoptri SOW CA
tommook
EllsOno .111A
Propoold • 120.114R
504"
87 X 50.25 = 4371.75
4371,75 -3000= 1371.75
1371.75 X .02 = 27.435
27.435 + 137.435 =
137.435 SO FT
ALLOWABLE SIGN AREA
120 SO FT
PROPOSED
RECEIVED
AUG 28 1011
Community
Developmen
tti
August 25, 2017
FILE NAME
n.t4.
CLIENT INFORMATION
INTERNAL ;NFORMATION:
APPROVAL
oor
lo"1m
CLV CUSTOM
O
WOODSPRING
SUITES
Dots August 25, 2017
WrrN llpn
MI* WON
1Mj6Pa] balls FkM
WSu�NMAd
wdb_I
Wed
1' JEWELITE T JMGA' FAINTED
1111PM53155O RKOW
ALUM. RETI NSFAMED14
MATCH PM53155 DARDLVI
FABRICATED CHANNEL LETTERS WI S2U7 WHHE ACRYLIC
FACES WI FIRST SURFACE APPLIEDYIML CUSTOM DUAL
COLOR PERE WNYL TO MATCH FM5 3155'PA4 RUE'
)PRINTED BY MIRATEC)
WOODSPRING SUITES VERTICAL CHANNEL LETTERS
SIGN TYPE
'W' HEIGHT
LOGO HEIGHT
LOGO LENGTH
UNDERSCORE
HEIGHT
UNDERSCORE
LENGTH
OVERALL
HEIGHT
OVERALL
LENGTH
BOXED SQUARE
FOOTAGE
A
B
C
D
E
F
G
CLV CUSTOM
11"
41"
31112"
10"
71318"
9.2"
121"
117 SQ FT
{0 \,1
FRONT ELEVATION
NJ5,
RECEIVED
AUG 28 2011
,Community
Uoveiopmenf
FILE NAME
CLIENT INFORMATION
INTERNAL INFORMATION:
APPROVAL:
CLV CUSTOM
,c4OAUM Enna STARED
Ep PLUR IOU
r
ib &MICE METAL WSW
Mr WAITE WIC FACE
112 ram NV ruwOOD AS on
Ma MI6' 04 NAM OMR
OP l060 (6 SCREWS MIK)
416( (5) PER 1111F1
CAM irPE VeCONMECT 611101
1/4187 MOO 611ELDS A5 ISEIV
a CTION (FLUSH MOUN11
.r
P1101110
05.11,16
Aoki C MUIR
Lir Dow RIP
oneir FOP
rod sp. K. MUFFIN
ammo Wean
owier Wow
I Ws Pal Dolls PEW
0
0 smarms+
111
1 X
RECEIVED
AU6 28 2011
Community
Development
.(1/41SIM
August 25, 2017
FILE NAME
eson
jeto,:,.:T:t..104,01010101H463
iloelt.:;;INF))S0PRomANClioNISUI TES
Addess.
V
Desgr.:',9vid•-0[Afr.del‘.
APPfiOVAL
gEro
20E i52
Tarry 1300.719,875d
KT
MP 11r
CLH-F
G
WOODSPRINGI,
1 JEWEL TE V KM PA NTED
SUITES
C, 411.
Lod Dilit
D,i,mly RMP
Profs.:1M". K. MURPHY
&more Ipelllodno
0 Intsrlor I Edi63r
Il$IFlcsd 0 Double Fuld
0
0 /100411,AthInd
I Ibviiitbi
Yoh Amo1144
LIMON
too* 115 MPH I IBC 2012
LEAF LOGO CHANNEL LETTER W/ It2447 POSTE ACRYLIC
FACE W/ RUT SURFACE APPLIED MIMIC CUSTOM
VINYL COLOR PMS #376 'MEN & PM5 315VDAR1 BLUE'
PERFORATED WHITE VINYL OYER WHITE' AREAS
MATCH FM5 3156 AMC BLUE
ALUM RETURNS PAINTED TO
14Mi PM5 3155 'DARR BLUE'
FABRICATED CHANNEL LETTERS
W/ 12447 WHrTE ACRYLIC FACES
W/ FIRST SURFACE APPLIED VINYL
CU5TOM DUAL COLOR PERF VINYL
1D MATCH PM5 3155 'DARK BLUE;
(PPJNTED BY HIRAM)
WOODSPRING SUITES VERTICAL CHANNEL LETTERS
SIGN TYPE
'W' HEIGHT
LOGO HEIGHT
LOGO LENGTH
UNDERSCORE
HEIGHT
UNDERSCORE
LENGTH
OVERALL
HEIGHT
OVERALL
LENGTH
BOXED SQUARE
FOOTAGE
A
B
C
D
E
F
G
CLH.18
18"
5'-11"
4"-2 7/8"
11-0 3/8"
91-5 3/8"
5'-11"
20'-3 11(16"
120.18
RECEIVED
FRONT ELEVATION
N.t5. AU6 28 2011
community
1,5 Developrnent
August 25, 2017
FILE NAME
CLIENT INFORMATION
HI,Av
'I, Ali A
INTERNAL INFORMATION!
APPROVAL.
of
80C 2'45171,
IC TrPo
CLH-F
,040' ALUM. RETURNS STAPLED
TO ALUM. BACKER
JEWELDETRIMCAP� ..�
1D 5.5.P..H. SHEET METAL SCREWS
5116' 12447WHNE ACRYLIC FACE -0
I/4' MOUNTING HARDWARE
A5 REGD • REFER 10 CHART
• MIN (3) PER LETTER
WEST1UM EXTERIORGRADE DOXTO
HOUSE POWER SUPPUES A5 REGD
3MM X.005 ACM
AGIUGHT F10260 65K LED MODULES ►.
II2' PVC TUDE
(PAIGE ELECTRIC WALL DUSTER)
1/4" WEEP HOLES WI SHIELDS AS REND
OLETTER
SECTION (FLUSH MOUNTI
11?=I'
MOUNTING HARDWARE
CHART
114' ZINC PLATED STEEL
THREADED ROD THRU WALL
11I,
114' LAGS WITH SHIELDS
1/4" LAG DOLTS
I/4' TOGGLE DOLTS
•
NOTE:
1,) THREADED ROD WALL DE PROVIDED STANDARD
• ALL 011IE1 HARDWARE 15 TO DE PROVIDED 5Y
THE INSTALLER A5 REG.
No 0129.16
AOI eoR C. MILLER
L d Drifter
Drum Ip RMP
Relict mg. K. MURPHY
Onrl Wn'pollution
0Mmnor IDMr1or
III* hod ODoullo Food
0
O No4lNmlrmd
Duodmtol
Mlm _Aropg41
Loudon
raw 115 MPH I IBC 2012
AUG 28 2011
Community
Development
August 25, 2017
FILE NAME
CLIENT INFORMATION
INTERNAL INFORMATION:
APPROVAL:
7r.01r
CLH-F
.063' ALUM. RETURNS STAPLED
TO ALUM. SACKER
JEWEUTETRIMCAP
08 55PH. SHEET METAL SCREWS
311682441 WHITE ACRYLIC FACE —0
318' MOUNTING HARDWARE
AS RIOT • REFER TO CHART
• MIN (a) PER LEIIIR
WE5TITAL IXERIOR GRADE DOX TO
HOUSE POWER SUPPLIED AS RED 1
3MM X.005 ACM
AGILIGHT PRO260 65k LED MODULES
I/2' NC TUBE
(PAIGE ELECTRIC WALL BUSTER)
4
Ile WEEP HOLES WI SHIELDS A5 REV
LOGO 5ECII0N (FLU5h
3 1/2" I'
MOUNTING HARDWARE
CHART
TED SIEEL
ThREAOEPRODTHRU WALL
a zc'
t
111
3f8LAG5 WITH SHIELDS
•
3/3LAG 601.18
3/8' TOGGLE DOLT5
NOTE:
1.) THREADED EGE MU BE FRONDED STANDARD
• AU. OTHER HARDWARE 15 TO BE FRONDED BY
DIE INSTALLER A5 REQ.
Pg0K1
Oren, 104n SpaclIcalorn
0 Intsfler I Eger!"
IN* Foul Wall Nod
0
011001vailnitid
I Illuminatid
Web MAN
WAN
wtdkad 115 MPH I IBC 2112
LgVEDJ
AU6 28 1011
Community
Development
31.0%
August 25, 2017
FILE NAME
4, 4,
CLIENT INFORMATION
r.r•I" A fi
Virt,
INTERNAL INFORMATION:
APPROVAL
nd.
7r, ,4er+ it V 21'
PROPOSED: SIGN 03
Inito"
Iti66
21
81'
1 WOODSPRING
SUITES
AN EXTENDED STAY HOTEL
WEEKLY$ 79
FROM 2
0 Front Elevation
RECEIVED
AU6 2a2011
Community
Development
Aletp
T1
SIGN DETAILS:
Sign Type: Custom Monument with EMS
Electrical SOW: To be provided to sign location
by others
Landscaping SOW: NIA
Comments: 33.85 sq,ft.
Location Is not yet built to show actual location.
Option 1 Place North of the sidewalk.
Option 2 Place South of the sidewalk.
Sign 03
Fabricate and install: (1) exterior double faced illuminated
panel sign.
Top Cabinet
Fabricated aluminum construction
White LED illumination
Bottom Cabinet
Electronic message center Semi Static Display
(Could change once a day)
aluminum reveal
Fabricated Sheet aluminum skirt
Double 3" Alum Pipe supports
Concrete footing as per engineering
August 25, 2017
FILE NAME
CLIENT INFORMATION
INTERNAL INFORMATION:
APPROVAL:
• Irdibrd
upeteraphres
RECEIVE
AU6 28a11
Com
R-0'
3' 0'
6%3'
5'•r
CTR. TO CTR.
AM IGTBMMET ITAT ROM,
7 5'
2112' —__.
7-4lrr
x 3' a 0,186'
ALUM. TUBE
(6061.06)
SIGN CABINETS AND ELECTRICAL
DESIGN BY OTHERS.
SIGN CABINET
SIGN CABINET\
BASE BY OTHERS
GRADE
5'-0'
6'
2,-0„
DIA,
0.5B CU YD
CONCRETE
REQUIRED PER
FOUNDATION
3'•7
4•
a
4
4
a
ELEVATION
2' 0'
DIA
THE SCOPE OF THIS ENGINEERING IS LIMREO TO THE DESIGN OF
THE COLUMN AND FOUNDATIONS. ALL OTHER ASPECTS OF THIS
DESIGN ARE EXPLICITLY EXCLUDED.
r•r
3'x3'x0.186'-..
ALUM, TUBE
(6061.76)
SU
17-6 3.14'
4
DIA
SIDE VIEW
GRAPHICS DEPICTED ON THIS DRAWING
ARE FOR ILLUSTRATIVE PURPOSES ONLY/ USE
ONLY APPROVED ARTWORK FOR PRODUCTION.
Notes:
Qevelopm t
1. Design Criteria
Building Cale: IBC 2015WIWAAdmerdments
Wind Speed: 110 MPH, Engrave C
Category II
2, A sog reportwas not provided for this ale. Founda8on ant* mica col doss 5. The
allowable bearing pressure shard be vetted prior to placement of concrete. N the event
But Oa slated requirements are not met and cortdl0es appear deleterious, ores and
secure excavatbnand 0nmeelNelyanted THECLIENT.
3. Caisson foundation based on a preaumpAr sate Miena sof bowing preselre minimum
of 100 psf par foot of depth, kdaled lateral bearing footings sugad to shal+am Weal
loads and not adversely affected by a 1I2' motion el grade arO pemuaed to bs dedgned
uafng Wm the tabulated value of the conespondrg soil doss.
4. Foundation shag not be pieced on, or el the top our a slope exceeding 3:1 w4Mut ev3lualim
by a competent Profeselonal Engineer. Do not place lourdtgn OM.
5. Concrete shall be mixed to attain a minimum 28 day compressive strength of 3006 gel.
6. All support members shall be free ham defects. Aluminum support tubes and be 8061•T8
alloy with a *Inn yr/M attempt d 35000 psi
7, Slnwiurel hose shell meet AS111 A325 and be zinc coaled orders noted dllet/Lea. Heavy
hex nuts shall meet ASTM A583 and washers shall met ASTM F436 whenaeea with litt
strength bolts, Al high strength tolls shell be lightened using the Tum I.N4meOod
wtess poled otherwise.
B. Existhg site condltbns depicted are as reports' by THE CLIENT. Should lei canal loos
differ from Nose shown an thb doming, Deese work and Domed THE CLIENT immedeldy
for direction. The scope of this engineer does not Include onnite absnvetlmu,
9. This engineer win not beresponsible for safety onthis Otte before, during, orMar the
Instigation of this swctune. It l the respensthlity of the r OMA =tha ts,end 5Mta,'lae
to emote timer me Snide* of ants shucNre Is completed using methods Oat hit,i merely
w4h OSHA negdailors.
10. Any deviation from Ihls design or fray any pad of This drawing w4Baut prior eeGen consent
of this engineer voids Nd drawing in Its eat sty.
11, The structure depicted on Ihie drawing ® intended to be Installed at the address shown and
should nol be used el ary ether location.
ALUMINUM EMBEDDED IN
CONCRETE MUST BE PRIMED
AND PAINTED OR OTHERWISE
COATED TO PREVENT
CORROSIVE REACTION WITH
THE CONCRETE.
EXPIRES:
071041700
WOODSPRINGS SUITES
15643 W VALLEY HWY
TUKWILA,WA 98188
tieea
Gra teclural 2855 INTERNATIONAL PARKWAY � Graphics VIRGINIA BEACH, VA 23450
Incorporated
su*
GREGORY A, CAMPBELL, P.E.
4713 OLD NILES FERRY ROAD
MARYVILLE TN, 37801
865-437-0584
CNR 17-0110-A
o n mews,o
81150017 B107033A
ation
Side Elevation
__art ._w
August 25, 2017
FILE NAME
CLIENT INFORMATION
rt1
INTERNAL INFORMATION:
APPROVAL:
August 1A7017 OWNER: WOODSPRINGSUOFS
ERUCT Fr 1701104 1SGI3W.VALLEYHWY
CAAWINGA BUPD334 TLNIWIA, WA
WIND SPEED 110 ACH
WAND TOAD 1698 PSF CUEN1: ARCNRECEURAICAAPHIGINC
READINGC00E 18Ch75 2655INIERNA7IONALPARKWAY
COLUMNS 7 VIRGINIA BEAN, VA 23Se2
Adlusled Adjusted
Height Width Shape 03 4nlmld Area Mnd Moment Centrofd Moment
Description IFll (ET) Factor Adjust. (FIT (SKI F'orce(K) I00 IF1I 1K41)
SIGN ADM 6030 1174 1110 4CB0 58118 0849 1306 4.403 1735
OVERALL HEIGHT 8
g5Iy1N CALCULATIONS
T.TUBF P Y PIPE; W=WIDE.MNGE; 0.OMEA
OBLIQUE NOANNAL COLUMN ONIQUE
Column Column Wall In SKr iae DGIGN FLEXURAL CENTER 1.040
Description Depth W1dth Thickness M044EN7 STRENGTH UNITY DISTANCE 180104
IINI IIN) IIN) (INb1 (OM) (1403) IK•F0 IK.4T) LEA
T 9GN 3.0TO 3,000 0133 7310 1070 0130 1772 3.E95 0.716 1167 1484
CAISSON FOUNDATION
ANTAENT AT GRADE 1.771 K4FT
SHEAR AT GRADE 0.630 K
REFERENL61BC1873.2&TABLE 18062
ASSUME SOIL CASS 7S 0,Ae, MN,a CH
LATERAL BEARING PRESSURE, PSF/FT OF DEPTH 103.34 PSIS/FT
Sl 331333
DEPTH SQD FT
01AML7EA 2A03 FT
h 4ACa FT
1211
CAILUTATEDDEPM 4544 FT
CONCRETEREQURED OS67 YM3
80, xayWWpMN1YN11.FNN 444p1Y
f. *110._
Ho001,40104 FIxMNM.epMMtl.}yA
.NYYprprtlpMnMyol,..
M W Gwh4YYMYvn4MbyIM1MNN.ip
MI6
8HS-n
W00DSPRINGS SUITES
15643 W VALLEY HWY
TUKWIIA, WA 98188
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Architectural 2655INTERNATIONAL PARKWAY
Graphics VIRGINIA BEACH, VA 23450
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GREGORY A CAMPBELL, P,6,
4713 OLD MLES FERRY ROAD
MARYVILLE TN, 37801
865-437-0564
17
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17-0110A
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B107037A
August 25, 2017
FILE NAME
CLIENT INFORMATION
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APPROVAL:
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LONGACRES WAY
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lECEIVED
AUG 28 2011
Community
Development
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SIGN LOCATION DETAIL
August 25, 2017
CLIENT INFORMATION
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