HomeMy WebLinkAboutPermit S07-040 - WASHINGTON MUTUALWASHINGTON MUTUAL
359 STRANDER BLVD
S07-040
City• Tukwila IIT NO�
Department of Community Developm to
6300 Southcenter Boulevard, Suite
Tukwila, Washington 98188
206 431-3670
.PRrVIAN
ANT SIGN PERMIT
Ple. � print
Was}01 M4 �6 �i�
Business Name Address of Sign A `� l • ' / 1 iI; gine'
• vv►a
Applicant/Otintact Address, City, State, Zip Phone .
1,4 y 1 t t I N b A -q/ 2 //074,St. Oodiden vide_ 42, Z /o/t3
Contractor Addre s, City, State, Zip -
❑
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
❑ Building elevations (for wall signs)
❑ Supporting structure and method of illumination
❑ .One copy of valid Washington State contractor's license
❑ $120 application fee per sign
See back of form for examples
How many signs will list this business? Freestanding
Is your sign a:
❑ 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
Did building go through design review? 0 Yes 0 No
Wall 1---""
WALL SIGNS:
#1
#2
#3
#4
Wall area (length x height) of the tenant space where the
sign will be mounted? (square feet)
q7 2,
q y y
/ Gvj
`' 7 �4, 13,
Sign size(square feet)
of J5
�}• 3 Cl
j
\cr.".
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.
\
IV
\\I
Ig
V
bi
Does wall sign weigh more than 400 pounds?(Y/N)
,V
��
Sign illumination (internal/external/none)
N`
A
'
\
V
FREESTANDING SIGNS: 1
#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
r w 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 Washingtor), and that
the ap lica a requireents of the City of Tukwila will be -t. .i
? ' 01-- 7 hah P�,o x,;,79.
Date ( ignature of • -er or authorized agent) Addr'I wl.
Zoning:
FOR OFFICE USE ONLY;.:;:
Planning review by:
O Denied
O Issued
0 Issued with conditions
Structural review required? 0 Yes 0 No
P:\Planning Forms \ Applications \PerrnSign-6-06.doc
12/20/01
Structural review by:
O Denied
O Approved 0 Approved with conditions
Revised on
Tukwi 1 a Train
Sign Area
MOM
CI 0, 0,:.Q of r 0 0
Ir Ll�l L1<J \JLJ �JLJ
obb
Sign Area is calculated by constructing a polygon
around the sign using right angles.
Big Store
23'-9"
Frontage
Building Elevation
Wall Area is calculated by multiplying the
length and height of the tenant space.
Grade
1 '-6"
Footing Detail
For all Freestanding Signs
Wall Mount Detail
For all wall mounted signs
over 400 pounds.
Tenant Space
•
.^, Site/Leasing Plan
Bldg B
Existing Sign •
1111111111 1111111111 Property Lines!
•
Street Frontage
Site Plan
Show applicant space and all existing and proposed signs.
For freestanding signs show the length of frontage
on all public streets.
MEMORY TRANSMISSIOPEPORT
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
: 281
: 07.10 09:54
: R 9* -19495819444
2
07.10 09:54
07.10 09:55
2
OK
*** SUCCESSFUL TX NOTICE
TIME
FAX NO.1
NAME
:07-10-'07 09:55
:2064313665
:publicworks/dcd
,.\)\(\(,Sc is
RQ -1 NQI\`(-)6
05-\ f\!•-
***
TQC.a ��
City- of Tukwila l f ;r No .
oapertment of Community Develop t.�s-
6300 Southoentor Boulevard. Suit on1n�ry� -
Tukwila. Wg.hington 08168 /1a` y e. l
206 431-3070
PERMANENT SIGN PERMi-v API?LIcATIQN
Wash lira,}*) 1✓1v4\.4O V
S • Utlt / O N
Apolloen `` t
u]�-OtJlL t71fVSEC
AGM i. 01 .on
Floe
. wee. i yr-e.•K- 9✓ 22- cog
0 3 oats o1 plans (dimenelonad and aoalsd), Including
alto plan ..owing:
• Properly lines
• St»et.
• Buildings
- Locations of all exla0ng and propose. signs
0 Sign elevatIons with area oslculatlons end dimenslons
O Building .lavation. (for wall elan.)
O Supporting ea...tura and method of Illumination
17 Ona copy of valld We.hington Stats contractors h.enae
O 5120 aopllcatlon foe per sign
. Moo beck of form for oelnplsa
P/Th�one
PItO� ; t
la your elan 0:
Freestaneing elan 15 or mons fa. In halo
O polo elon with Moe 30 aquaria fast o
O Wall sloe walghlno 400 pounds or more
or
h any or rhe above ors 1100. th. epplloeflon
0,10080 a(rp0(u»l review.
STRUCTURAL F EVIgW CHECKLI61
O S6+ for etrocwrel review (I( aolual coat to
greater. yo), w111 ba billed when you pick u
O Construction dahlia 10 dasodbe the prop.
or wall attoohmente (00e back of form for .
O Strueturel o0l0.1elo11a for the sign shell br
Waahington Stat0 atrualurel eosinaar
S/GN O ESCFt/PT/ON
How many signs will list this buelnses? Freestanding
Die building 00 through darign melee..? O Yes
0 Ne
Wan
WALL SIGNS:
01
112
03
well area (length a height) Of lho tenant *pans whoa* the2211"�j
sign win bo mounted? tsauerg_Jeet)
2,—•
/`� rJ NOV
/ 1
Sign ei:e(egnare feet)
/J. EEc
,....2, '-j
Does .Ian Moeoe reeidantial zones or publle teellitiaa? (Y/N
E posed noon tub/ng (3 trot el/owed wlth(n 200 feet of
LOR MO8 or_*1QRn
ZOoa.
�1) �t1-
r�
Doe[ all Won weigh more than 400 pound0v(Y/N)
won Illumine(fon (ImernaI/ a t n.ol/none)
Jam\
).4
N
(�
�(v
(-1 QJI
`l
RREESTANUINO 81811.161 1
p1
Streete?ron ngro oittt `. ntt re premiss. whsre Inc stun will be looat.0 (rest)_ Generally, only
ag a qn prawn/awe.
Height or bundles/ (feet). O.nsra/ y O/gns may no( 0. higher then the bullalno w/fh whloh they
ons 009.0cloracr
Mae Of elan foo. (SQL..r. foot). Shuo1uln/ 1.vl.w /s requ/rod mr poi. signs Wlh faces 30
scrums. feet or mora / pros
eign he taruAree0IfChee). 8000011./ ra.OSW 13 44.444494 fore/ane le /ser of moro In height.
Dlet30oe from oloasenosge dopemlnn.toqpreopro yIrlnhe.(h01). OanOrally. s/gna must 0e eat
s eg
um1o00.f/ohmic
If the aeon needs structural revtaw, th..0011 ant or Installer 10 raqulred to call the Building. olvlalon at 431-3070 for 1Motir
Inapec.Ons. Footing Inspaotlons mulet tek0 plasma before o0n0r0t0 la poured- Smoker Inspections must take place
in.talled.
A structured In0p0ntion le...squired for all elan. when inelalletlon is .ampler.. The epplro0nt er 10.101ler i. require. t. Del
Oivl.lon at 431-3670 for a anal inspection.
It Is the re.ponelblllty of the InetallOr t0 obtstn the sl0etrical pelmit and Inspections from the WOahlnaton Stet. 0.panm.
Induetrles al (200) 243-6030.
8101V PLIRMIT LAPPS-IC/47708 1S VALID POR 180 OA 78 APTQR ISSUANCH.
1 HEREBY CL•RTIFY that the above information Nmbbsd by ono .a, fru. or. copped under penalty of penury by law In th. Score of WOOI
tM1. aP _ sale o1 ass City of Tukvnlo will bei, r_
at.
O�-
or autnorizo
-.-
Zoning: Planning review by'
O Dented
Issued
0 10sued with t
Structural review required? 0 Yea O No
Structure! rsvlaw by:
O Osnlsd
P:\Pt.nnrng Fo1me\AppltcOdon.\Per r.S1g11-6-06.doc
13/20/01
0 APprevad
0 lip proved will
0..
FRONT ELEVATION
z
O
S t C9N.SA(c;€ o l�
cPcx 94
a
111 "
81 1/2"
.uJ
a
00
DEWtTURE ELEVATION
14 3/8",
Protech Structural Industries
8 W. College Drive, Suite F
Arlington Heights, IL 60004
1-877-PSI-ATMS
www.psiatms.com
DATE: 06/22/2007
PAINT & GRAPHICS APPROVAL
EVOLUTION FREE STANDING CANOPY
CUSTOMER WASHINGTON MUTUAL
SIGNATURE:
DATE:
NOTES:
COLORS:
Paint - PMS 281 Blue, Canopy Header
Paint - PMS 429 Grey, Canopy Legs
Vinyl - Translucent FDC 3630/3680 Series 3M Scotchcal 025 Sunflower
Vinyl - Translucent FDC 3630/3680 Series 3M Scotchcal 137 European Blue
Vinyl - Opaque Avery A6587.0 Impulse Blue
PMS -to -paint matches are approximate.
I
❑)
o _.
r■�:
81 1/2"
.uJ
a
00
DEWtTURE ELEVATION
14 3/8",
Protech Structural Industries
8 W. College Drive, Suite F
Arlington Heights, IL 60004
1-877-PSI-ATMS
www.psiatms.com
DATE: 06/22/2007
PAINT & GRAPHICS APPROVAL
EVOLUTION FREE STANDING CANOPY
CUSTOMER WASHINGTON MUTUAL
SIGNATURE:
DATE:
NOTES:
COLORS:
Paint - PMS 281 Blue, Canopy Header
Paint - PMS 429 Grey, Canopy Legs
Vinyl - Translucent FDC 3630/3680 Series 3M Scotchcal 025 Sunflower
Vinyl - Translucent FDC 3630/3680 Series 3M Scotchcal 137 European Blue
Vinyl - Opaque Avery A6587.0 Impulse Blue
PMS -to -paint matches are approximate.
I
EXISTING TUKWILA DRIVE UP ATM
WAMU branch in back of parking lot
Existing Drive UP ATM machine
kNN cepCCA
RECEIVED
1JUN 2 5 2001
COMMail Y
DEVELOPMENT
(EXISTING DRIVE -UP ATM) NEW CANOPY
WASHINGTON MUTUAL
SOUTHCENTER
359 STRANDER AVENUE
TUKINILA, WASHINGTON 98188
GENERAL NOTES
1. ARCHITECT ASSUMES NOSESPOGIB2IN FOR THE COMPLETENESS OF
PANS FORBID PURPOSES PRIOR TO ISSUANCE OF 11E B02DBG
• .PERMIT. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ONLL
OCO
TRICCTOR. THE JOB SITE PRIOR10
2. TE INTUIT OF NESE ZONINGS t SPECIFICATIONS 0 TO NCIWDE
ALLLAMOR MAIERAES AND SERVICES LEGERCARY FOR THE COMPLETION
OF REED TOCJ
INTEtILYY INDICATED COMPACT SHOWN PRESCRIBED OR REASONABLY .SLAG NOT :
•
GLARED
5. TIE ARCM/TEM APPROVAL O SUCH 5110PEPAWNOS SHALL NOT
RECESS TE GELERN CONTRACTOR OR SUBCONTRACTOR FROM
-
RESPONSIBILITY FOR DEVIATIONS PRONOUWNGS ORSP CFCATRWS .
UNLESS HE OR SHE WS PN WRTNO CALLED HIE ARdITECTS ATTBIIDN
10W4 DEVIATIONS AT THE OYEZ SRBAISSOS. NOR SHMSU
RELEVE HZ� R DP RESPONSIBILITY FOR ERRORS OF Y SORT N HE
SHOP DRA
4.. ARCHITECT AS USED N TE.E DOORENRS REFERS T0. MARCUS LLJOIFSON
ARCHITECTS. 2020 PROSPECT WAY.BELLNGAM. WISRRIG11311 90
550.436I4143. DESIGNER REFERS TO.. RTENO RAR WCS CC STR CTIGN.'
SERVICES.25272 NLL CREEK ERNE SUITE 220. UORA NUS. CA 22815-1 W
225111457.
6 ALL WORK SIWL RE PERFORMED N ACCORDANCE WITH NJ. -
OOES. REGULATORS AND ORDINANCES HAVNG AN6OMIOR.
S. CONTRACTOL6 RESPONSIBLE FM MUNOO ALL CONTRACT
DOCUMENIS.FELL/ COMMONS, NO 00WiRAOG 111AT WOW IS
BUILDABLE AS SHOWN OQCRE PROCEEDNG WITH WNSTRCTIOLF
THE APE ANY OUESIIOIS REGMOOG THESE DR OTHER COORDWNT). _
RENS. RHE CONTRACTOR['RESPONSIBLE FOR OOANNO A
CLARIFICATION FROM THE ARCHITECT DR TENANT CONSTRICTOR
COORDNATORSEFORE PR/ZE oqc WMTH WON( NQESTION OR
RELATED WORK
7. W NIRAMOt FOR THE PROJECT SHALL BE RESPONSIBLE FOR OBTANNG
ALL REQUIRED SOLOING PERITS ..
L CDNNTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DMB6GN5
AND CONDITIONS ON THE JOB AHO SHALL NOTFYTE ARCHITECT OF
AHY DISCREPANCIES MIEDATELY BEFORE CO NOCNONW WO IL
3.
INSTALL ALL MANUFACTURED MRS. MATERIALS MD EQUIPMENT*
..MST ACCORDANCE WITH THEMFACNIRFRSSPECNO
CATNS
MIO
10
NI -OLP AS USED 34 THESE 000AENTS SHWLSANTO ACCURATELY -
LOCATE FINISH FACES N THE SSHEPLANE
11: TYPICAL'OR TIP...AS USED WHEW DOMDENIS SHALLMENIIHAT
DE CONDITION IS THE SALE OR NEPRESBITATNE FOR ALL 50LLM
CONDITIONS THROUGHOUT. UNLESS LIMED O IERVASE
12 OETNLSME USUALYKEYE010501E TYPICAL' OILY OKEWI®1
THEY FIRST OCCUR AND AREREPIEBERTATNE O NO SWEAR
WIDITONS THROUGHOUT, UNLESS NOTED OTHERWISE.
It COLUMN CBDaoESGROLNES) ARE SOWN FORDOENSOIOIG '
PURPOSES. REFER TO SITE CAIIDITLIN5 FOR EXAM LONTIONNS. .
A. DO NOT SCALE DRAWINGS. ONENSKINS GOVERN. LARGE SCALE PETALS -
GOVERN OVER SMALL SCALE DETALS.
15. CONTRACTOR SHALL RUSSET LbIMWMATONS OF DEUERY DATES FOR
ORDERS OF YATERALS AND EQIPLE 0 HONG LING LEAD TIES
15. CONTRACTOR SHALL E RESPONSIBLE FOR TECa6AL PERIOD OA..
JOB AFTER IM COMPLETE.. LSFAIB2 SHILL OCLLDE TIE NTEBORL7F
THE BUILDING WB AFFEMED)AND THE PATI OF TRAVEL TO THE JOB IVTE
AND SHOD NCLUDE THE PIRG LM.•
- -
17. CONTRACTOR SHALL SURD TWO SETS OF SHOP DRAWN63. STROP
' ERAWNOS SHOULD INCLUDE DENIED FABRICATION AND ERECTION
ORATING.% SETING DRAIDOS.QSOAWRA77TD BRAZING NO
• 'ARTERIAL SCHEDULES. LOCATOI AND ORIENTATION OF NCIIDO
SHALL BE CLEARLY NDICATED. BEGIN FABRICATOR CFSHOP TSS
ONLY AFTER RECEIVING ARC W TEC1S MOOR OWNERS CONSTRICTS'
COORWN10R5 APPROVAL OF SHOP DRAWS G&
- 16 ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SIECSID 9 W L E
022MT100 N WALTZ AND WILL E CONSIDERED ONLY F BETTER SERVICE
• FACLITES. A YORE ADVANTAGEOUS ORNERY DAM A LONER /VOCE
WHIR CREDIT TO THE OWNER NUM PROVDEDWITOUT SACRIFICING -
QUALITY . APPEARANCE AND 2W270. OLDER HOCJRQA5QNCE3 WILL
' ARCHITECT BE ROUSED TO PROVE THAT A PRODUCTIRWOSED FCR
SUBSTITUTION IS OR IS NOT OF EOLNL QUALM TOTHE PRODUCT SPiti➢. •
N. THE GENERAL CONTRACTOR SPALL COORDINATE WTNIQTHBC
CONTRACTORS PER IEQUPOONS ESTABLISHED BY OBER LWOO1ARE
. UNDER SEPERATE CONTRACTMIN THE MINER. OR MART OR 60111.
23. C.PACTOR SHALL MAINTAIN ECORDOICLETS OF CONSTRUCTOR
• CHANGES NO SHALL PROVIDE SAID DDOREMTATON TO CONSTRUCTION.
COORDINATOR OR AROOECTLPON COMPLETION OF CONSTRUCTION. HO
EXCEPTIONS ALLAYED.
21. PERSONS USING TERFARMTON N THESE W161RCTOl000u1 MS
NOHOW T PERIR59OM OF THE ARCHITECT DOES SO AT THEN O WN ROA
AND BY SUCH AGREES TO ODBRRFVTIE AROGECT.9 YIELLAR
ARCH/Men EMPLOYES AND CONS LTA T& NO TOH OLD NARLEE
. FOR ANY INJURY ORLOSOFMANGE THAT NOCOCUR
22. THESE OAWMGS ARE THEEXCOSME PROPERTY OPINE ARCHITECT ARD.
• PHOENIX PLANNING • CO STR7C10 SERVICES MOHOE
REPRODUCED COST MINGLE WRITTEN iFF46A0N OF THENORIECT
• NO PHCENQ PLANING S WISIR CTCV 381)108. AUTIDR00
REPRODUCTIONS NOT BEM THE 'MESE THEMONECT AND PDEND
PLAN01G • CON311LCTOI SERVICES.
•
23. WNOACTOR SHALL VERB ALL EXISINOOQDITONS PROS TO
• PIZAZZ THE WOOL NOTIFY ARCHITECT OF ANY056@ANCI S.
94. ERRORS, OMSSDNIS AND =CREA NOES. F ANY. SHALL E REFERRED TO
THE ARCHITECT 2MEDATELY FOR ORECIION OF NOW 113 PROCEED.
23. NLMXHUL 9ULLLCOMLY WRITE 008C. F. PC, MOM AMENDED BY
WASHINGTON STATE PROJECT OWL ALSO COMPLY WITN THE 2004 MEC
AM THE MOO COVES. PROJECT SHALL ALSO COFLY M ARSE CIDWL
COPE AMESALENO BYRE LOCAL AGEHM. -
25. CONTRACTOR IS RESPONSIBLE FOREST/JOG NECESSARY PFAITSS
INSPECTIONS TOWMPLETE TIE WOOL
27. PRIOR TO W MEIRAG WOW, ON TE 91E NL W MNAMOS SHALL
HAVE A VAID WASNNOTOI STATE CONTACTORS LRFJTE N THE FEED OF
WORK ERG P:RCRED.
•
22 COMPACTOR TO HAVE CURRENT VALID CITY. COZY BUSINESS
• LICENSE PRIOR T O ISSUANCE OF PERMIT MEN REQun®BY LAW.
HANDICAP BARRIER NOTES
SHEET INDEX
21. PRIOR TO COMMENWIG%ORSON THE SITEALLWNTRACTOO SHALL
HAVE A VALE CONTRACTORS INSURANCE AS APPROVED BY THE BOWING'
OWNER
30. THE CONTRACTOR SHALL ASSURE SOLE AND CC4PE1E REVON502m
• FOR JOB SITE CO DROIS S RINGTIE CURT OF CONSTRUCTOR OF
ORS PROJECT. =WOWS SAFETY OF ALL PERSONS AND P OPERIY:THAT -
TRS REQUIREMENT. SHALL APPLY WNTM5WSLY NO NOT BE LASTED TO
NORMAL NORM* AND THATTHE COMPACTOR SHALL DEFEND.
0DEXNIFY AND HOLD THE OWNER ARO ARCMTECTHARMLESS 2022217
AID LGL LABILITY: REAL OR ALLEGED. N CONNECIO1 WITH THE
PERFORMANCE OF MRS Q1 THIS PROEM, EXCEPTING FOR LNBUTV
ARSONS FROM THE BOLE NEGLIGENCE OF THE OWNER CR THE MORTEM.
31. CONTRACCTORDIALLBE RESPONSIBLE FOR TIEMEAIS.LETHOOS.
TEOIMQEB. SEQUENCES CR PROCEDURES REOURED TO PERFORM THE
32 THE ARCHITECT NMS NOT BEEN RETAINED OR COFOSATED TO PIHNDE
'DESIGN ARDOR CONSTRUCTION REVIEW SERVICES RELATING TO THE
COIMACTORS SAFETY PRECAUTIONS OR TO4EANS, ME114005.
TECHNIQUES OR PROCEDURES MOUSED FORTE CONTRACTOR TO
PERFORM HIS WORK THE IRDFRTARNG OF PBROOIC BRE VMITSBY THE
ARCHITECT SHALL NOT BE CONSTRUED AS SUPERMEN OF ACTUAL
CONSTRUCTOR NOR MARE HM RESPONSIBLE FOR THE PERFORMANCE OF
WORK BYTE CONTRACTOR OR CONTRACTORS ELFLO EFS.OR
EMPLOYEES CF SUPPLIERS OR SUBCONTRACTORS
8• CONTRACTOR SHALL TAKE FR GAME..MT REARESTO ENSURE THAT
ALL PROPERTY 6 PROTECTED 01IRNGTHIS OONSTDMOM.,
34. VERIFY ALL ROUGHEN DIMENSIONS POR E0UPYBITPROWOED N T)E
CONRACT BY OTHERS PROVIDE ALL BLOCNOMS. BLOCKING. BAAOIO '
AND MCS REQUIRED FOR DUCTS. PPES, CONDUITS, EQUIPMENT AND
• FIXTURES. VERIFY SI NO LOCATION.
35 THEWIRACTC42 WALL LOCATE AND PROEM NLEXISTOG LARDY •
LUTESCONNECTIONS, INCLUDING SEWER WATER, GARALO ELECTRIC
SERVICES SEFORENO WRING ISS WORK THE CONTACTOR MUST R PA5
• TO LRE NEW CONDITION ANY DAYAOS TOUTLITE3 OR OTER RESULTING
PROPERTY DAMNS AT RISSOLE DOST.
M. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES. NCJANG
DESON4ULD DOCUMENTS REQUIRED ZONE PROJECT. TO VERIFY SP ..
NOWT. POWER. LOCATOR AND OTHER REOUIREZEIG3 AND LOCATION OF
THOSE HEMS TO BE MSTNLUD PROM TO COMMENCEMENT OF WORK
D. THE ELECTRICAL IOMSOE9GN4OD. THE GEER/A CONTRACTOR
SHALL PROVIDE ALL RFAIWED ELECTRICAL DESIGN. CALCU ATCNS
FORMS. APPLY. PAY FOR B OMAN ALL REQUIRED PERMITS.
m, CONTRACTOR SHALRETAN ONE SETOF THE PANS TO NOTE ANO.
. MOMENT ALL SINGES PANG CO1.1RCTDR. THE SET SHALL LIE A
PMT OF THE OI1RACTOR84OSE.OUT PACKAGE TOTE OWNER . ..
CLOSE-OUT PACKAGE SHALL NMLDE (1)SET aF SWOP DIRAW.=
PRODUCT LITERATURE. EOJP1ENT WARRANTEE YNWNLS.
33:' F# APPARATUS ACCESS ROADS SHALL E UNOBSTRUCTED DURAN AND
-
UPON PROEMWMPETIIOM.
•
•
1. HANDICAP SIGNME
•. THE ANDARD
USED TO IDENTIFY FACILITETIONAL SOF STTU T ACCESSIBILITYNULL
ETOMOIISSAAB EE
BY PHYSICALLY HANDICAPPED PERSONS. 2-17207)
°. NEEDY BOL SHALL CONSGT OF A WHITE FGURE ON A SLACK -
BACKG
C CONTRACTED NREIN��A BRAILLE SYMBOLS
ARE Y QUN OTHER PORTIONS OF THESESTANDANDS.
EACH CELL WTI '
• 022 INCH BETMEENN CUDOTS LLS. DOTSR INCH
RRAA6EDDALONNYOF .
0421 OCH ABOVE THE BACO 0.5C. 2-17208).
' O. LETTERS NONQOERS . SANS SHARD NAVE A WONT TOIEDIT
RATIO SETTEE/11A NO 1:10.2.172277
5. CHARACTERS MD S'ROOS SHALL CONTRAST WMI THEIR BACKGROUND.
EITHER LRGTOARACIHLS ON A DARK BACKGROUND OR DARK ,.
CHARACTERS CNA L OW R4OI00 IND.
2 WALLAS, PEDESIRAH WAYS NOSDEWALO: .
A YAMw 4,653E NAXMUR SLOPE OF SIL MAMMA CROSS SLOPE
114. PER FOOT.
W NTMAG COODN SURFACE MO STEPS OR ABRUPT CHANGES N
°: LEVEL EXCE0NO 1?.
•
e. MWIMM S LEVEIIA2ONGS AT MERV. OF ADM
1. LEVEL UNMOOR EACH SOF OF A DOOR OR GATE WOO LANDING
- WHERE 0008 DR GATE SWOLS OVER WONG. EXTEND LANCING 24.11:1
• .THE ROE CF TIE STROVE EDGE OF 1/1£ DOOR ORNATE
' 2. 4N. WOE BY 4r D®UNOMG WHERE DOOR OR GATE SINGS AWAY.
-a RAMPS:
a. NA2NUM SLOPE ONE VERTICAL AND TWELVE FORGDIITALAIOIIE CROSS
-SLOPE OF RAMP SURFACES BHKL BE NO GREATER THAN 130.
It HANDRAILS WNTNUOS EN EACH SEE OF EACH RAMP TO BExT0.•
r ABOVE RAMP SURFACE. EITBIDIF00T BEYOND END OF RAMP
WITH RETURNED ENDS
.
c2'HIGH CURB .ROTl SIDES OR WHEEL RUDERAL ATT TO A' MOVE -
RAZ REQUITED ON PAZ LONGER THAN 10 AND NOT BOUNDED BY
• WALL OR FENCE"
4. 'SLP#SSTANT W IDTHO
.. NOTLESINSILSI SHAN WDTHOFPEOFURORST -
- NOTLFSSTA DITIEOL WDIH REQUIRED000STARWAY3 NO E1018.
k WNIMM WOOL
S IFIMIN W01 SERVING D. LESS M AOIP TA WITH
OC PARCELS.
D'AMMIMORE_ SERVING PRLARY PITTANCE WIM OCQPAMTLOAD
63000. YORE
L LANDING AT TOP MID BOTTOM OF RAIN.: '
TOP LANDING eVWIDE WARY BIN. LONG WARMED NTE 000110101
• NRNP RAI OR 42P113000R WORN WHEN DOOR SWIGS ONTO LANDING.
2. BOTOALOOM AND MINDNOS ATA CHANGE OF DIRECTION N EXCESS
OF 23 DEOREES: I01MM 7T LONG MEASURE) ACME DIRECTOR
. ` OF THE RAAP.ICTH SAME ABRNP. -
3. EXTEND TOPIANMM WORM 3A. OF ATMIRROR RAMP) TO THE BCE
OF THE SOME EDGE 00 A DO. °R GRATE
OTHER IMMEDIATE LANDING. INLNUIA IV MEASURED N THE
DIECT10N RAP. WIDTH BRAE AS RAMP.
IRIEDIEDNTE LAI0NG3 AT MIERVA186:
0 INCHES 1713304 RISE •
. 30 FEET ..ZEN HORIZONTAL DISTANCE FOR 112 SLOPE ..
373 FEET MAXNBM NORPCRTAL DSTANCE FOR 1:15 SLOPE.
40 FEETMNXMLM HORQOTN. 06TAMCE FOR 1111 ELOPE' -
HIFEET ILIAZALLA HORIZINTAL DISTANCE FOR 11320 PE .
5 DOSTLG SITE ACSffiISLE RANKING STALLS. RESIRDCG.Q.T.CALL '..
PULLY COPLV WITH TTREB. BARE SUBJECT TO FELD VERFTCAATIOL
ARCHITECTURAL SITE
T-1
A2
TTLEBHEF7
SDE PLAN ENLARGED PIAN. CANOPY DETAIN
CANOPY DETAILS
STRUCTURAL SITE
81.1 STRUCTURAL NOTES
S21 . STRUCTURAL FOOGATON PLANS DETAILS
ELECTRICAL SITE
El SITE ELECTRICALSNOIE LINE OMGFAM
PRE-ENGINEERED CANOPY
S22 STRUCTURAL CANOPY FRIZZ PON
822 STRUCTURAL CANOPY DECALS .
O
0
0
VICINITY MAP
BUILDING -INFORMATION
PROJECT AOOFESS
2135 STRAKER AVENUE'
LINCOLN. WASHINGTON 2212 .
TENANT IMPROVEMENT FM WAW '
ANO BUILDING OWER: - 1301 2ND AVEHE
PGH FLOOR
SEATTLE. WA 85107
TEL :21BFGG125
CONTACT : JOHN CROWE'
MOILER OF STORES:
AREA OF WODI:'
COE8.
MSF.
7o01SC.
2m1 IF. •
200 UPC.
21.235 LSC. AS AMENDED BY WA90GTON STATE
2021N.RELa ITSN0 CODESAIRSEl1OAL COCE
EMS BY
ZENOLOCAL MEMO.
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Der
PRE-ENGINEERED CANOPY DESIGN TEAM
SITE DESIGN TEAM
CANOPY STRICTURE 0R6BOD0RED SY PRME01STRUCTURAL INOU81RE8
TGT N MARCUS JOHNSON OR PROEMS NAN NNG SCOPE CF ROM
PROTECH STRUCTURAL N W STEN
WREST COLLEGE ERNE
9111E F
ARLINGTON HEIGHTS. IL EOM
1B: OVEN
CONTACT: STEVEN WILL
BRE ARCHITECT
MARCUS M. JOHNSON AA 700510CTS
3020 PROSPECT WAY
BELLNGHIAM. WASHN0TON 25222
TEL 3067354350
• CONTACT. MARCUS JOHNSON
DEBOBI
AMEN %PAM MG S CCN31RIICTON
SERVICES, PC.
22721ALL CREDL.NE SUITE 220
LACUNA HUS. CA 112553.1542
- TEL: 9404212370
CONTACT: STEPHANIE LAYLON
STRUCTURAL:
DO ENGAGERS, NC
40 SW 5TH AVENUE '
SUITE D5
0RTLANO OR2>mL
TEL' 50544 3.J"---...
CONTACT: WADE TOONE
HAM W.RDWO
16912E 10711 STREET
WOOQNWLLE. WARMS
TEL 42 M0-123
. CONTACT:SAM MAWS
RECEIVED •
ANN 2 5 2007
oerD�OO1°'vnLar
RECEIVED
:AIN 2, AV
wrens:
TRLE SHEET
seed MN.DAM: 0604517
YARN PIN. HWWr: 1858224
Jm Wm.: 2007-453.02
0w0 01: 200745302701
T1
Lar: As Noted
26
21
16
27
22
17
THIS DRAWING COVERS INSTALLATION OF PSIS FREE
STANDING PRE -A ANUFACTURED CANOPY OVER AN NCR
S90 ATM OR A 018801D 1074 SERIES ATM. THE CANOPY
DESIGN OR ENGINEERING IS NOT THE RESPONSIBILITY
OF MARCUS JOHNSON AIA OR PHOENIX PLANNING &
CONSTRUCTION SERVICES, INC. .
2 THIS DRAWING COMPLIMENTS" THE APPROPRIATE SITE
PREPARATION MANUAL SUPPUED BY THE
MANUFACTURER FOR THE ATM MODEL BEING USED.
• 3. JOBSITE TO HAVE CLEAR ACCFSS FOR DELIVERY
TRUCK AND TRAILER "
4. ELECTRICAL CONTRACTOR TO PROVIDE AND CONNECT
GROUNDED 120V -20A SUPPLY. ALL GROUNDING TO
' COMPLY WITH LOCAL CODE.•.
•
i ALARM CONTROL AND CONNECTION BY SECURITY
fl , VIDEO EQUIPMENT AND. CONNECTION BY SECURITY •
CONTRACTOR
HARDWARE TO BE SUPPLIED BY PSI (4)
STAINLESS STEEL 516' FLAT WASHER (4) •
STAINLESS STEEL 5I8 SPLIT WASHER (8).
._ . STAINLESS STEEL 5/8-11. HEX NUTS -
•
ANCHOR BOLTS AND STUDPIATE
SUPPLIED BY PSI. POSITION
USING STUDPIATE JIG SUPPUED
BY PSI. STUDPLATE TOP FLUSH . .
WTM ISLAND SURFACE - -
3A4' CONDUIT- 120V. 20A
• GROUNDED SUPPLY CONDUIT
STUB CUT TO 10' ABOVE
SURFACE
NOTE:
FOR FOOTING(S) / FOUNDATION - SEE
STRUCTURAL DRAWINGS•
J
F,D3STING
WASIINGTCN i%"�
EXISTING
1.10.3 \
Loy
r
)
-034"0ONVII
( )
9®
7
EXISTING
ANDOVER PARK WEST
•
cc
co •
NEW PAD NOTES ' . 28
NOTE
ELECTRICAL -SEE ELECTRICAL
DRAWINGS
NEW OR —
RELOCATED
BOLLARD
PAD SECTION
SCALE
314,1'.0
18
SITE PLAN'
SCALE
• 1,3O0'
4
ANCHORS
I-K<LL U. —U
8.3'
•
EXISTING
ATM •
314- CONDUIT -
120V, 20A, SUPPLY
2-11
Ft
CANOPY ABOVE
EXISTING PAI) MODIFY
PER STRUCTURAL
DRAWINGS ,
NEW OR ® TYP (OF 4) -
RELOCATED
BOLLARD
NEW..
• CLEARANCE
1P
8-7' • L 1'-1P
NCR P90 OR DIEBOLD 1074
ATM CONDUIT OPENING
T DIAMETER OPENING IN COLUMN BASE
. FOR: 2W CONDUIT - 1201.20A SUPPLY
•
�..
• NO
DEMO E
• BOLLAR'
• FOR REI
EXISTING
CONCRE-
JSTING
w.
Dreripelen
a..
P
14'$
DEMO EXISTING PAD AS REQUIRED FOR
FOUNDATION SEE STRUCTURAL
b a
"
UGHT POLE
15 SALVAGE
ISE
14' 1
8.P
1'$
2-1
ENGINEERING DRAWINGS
♦
.�
EXISTING
ATM
-
sa r11s:.
EXISTING SITE RAN..
EXISTING ENLARGED SITE PLAN
NEW SITE PLAN "
DETAIL & NOTES
Rap. mor ns: 0810407
�1
Jab ....e.: 2007-453.02
CAO R.: 200745302A01
Al _
PAD.
T$
EXISTING BOLLARDS TYP.
DEMO SALVAGE FOR REUSE
38-0
T$
RECEIVED
'DIN 2 s 2007
T SCALE 1
WASHINGTON MUTUAL
SOUTHCENTER
359 STRANDER AVENUE
TUKWILA, WASHINGTON 98188
w.
Dreripelen
a..
]821
•
STATE OF WASHINGTON
sa r11s:.
EXISTING SITE RAN..
EXISTING ENLARGED SITE PLAN
NEW SITE PLAN "
DETAIL & NOTES
Rap. mor ns: 0810407
mew ww4....' : 1850224
Jab ....e.: 2007-453.02
CAO R.: 200745302A01
Al _
26
21
27
22
28.
23
29
24
NOTE
SIGNAGE 5% OF SURFACE AREA. SEE COLOR SUBMITTAL
7-8 112
II II
SEE DETAIL 51A1
APPROACH ELEVATION
SCALE
12'=1'd
17
FRONT ELEVATION
SCALE
12•=1'd
7
NO SIGNAGE FOR THIS FACE •
P-0 117
P
11
r--1
EXIT ELEVATION
SEE DETAIL 51A1
SCALE
117=1L0"
2
1. DRAINAGE 8 UGHTING BY PSI
2. UGHTING LEVELS MUST MEET WAMU STANDARD FOR ATM
T-5 112
1
SLOPE TOP OF SASE
1' FOR DRAINAGE
EXISTING PAVING
CLEARANCE BAR
REAR ELEVATION
- SCALE
12'=1.0
$
►An
Dnp eo
Dr
AIEOF 7185811199311
SSW TM:
SITE PLAN -
ENLARGED PLAN
Prom Immo.: 08104/07
WM. Role Mnrr: 1859224
Job *Ater 2007453.02
GDR.: 200745302AO2
A2