HomeMy WebLinkAboutPermit S02-034 - GRAND CENTRAL CASINOGRAND CENTRAL CASINO
14040 INTERURBAN AV S
P -SIGN
S02-034
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670
PERMANENT SIGN PERMIT
Parcel No.: 0002800004
Address: 14040 INTERURBAN AV S TUKW
Suite No:
Permit Number: S02-034
Issue Date: 07/25/2002
Permit Expires On: 01/25/2003
Business
Name: GRAND CENTRAL CASINO Phone: 206-244-4975
Address: 14040 INTERURBAN AVE SOUTH, TUKWILA WA
Property Owner:
Name: EVERGREEN ENTERTAINMENT COR Phone:
Address: 14060 INTERURBAN AVE S
Contact Person:
Name: KEVIN WELLS, CARLSON SIGN COMPANY Phone: 541-382-2182
Address: 1605 NE FORBES ROAD BEND OR
Contractor:
Name: CARLSON SIGN CO Phone: 541-382-2182
Address: PO BOX 524
DESCRIPTION OF WORK:
Freestanding sign 47.66 sq. ft. "Grand Central Casino"
Fees Collected: $134.00
PERMANENT SIGN:
Zoning: C/LI Sign Type:
Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4
Wall Area (sq. feet): 0 0 0 0
Wall Sign Size (sq. feet): 0 0 0 0
Sign Lighting:
Face Residential Land: N N N N
Freestanding Sign #1 Freestanding Sign #2
Street Frontage for Entire Lot: 418 0
Building Height (feet): 25 0
Sign Size (sq. feet): in .66 A"-ek' 0
Sign Height (feet and inches): 16' 6" 0' 0"
Setback (feet): 16.5 —d- 0
Number of Sign Faces: 2 0
Planning Division Authorized Signature:
Date: %/ 25/o 2—
I
I hereby 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.
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.
rinn• Pormeinn
S02-034 Printed: 07-25-2002
•
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670
PERMIT CONDITIONS
Parcel No.: 0002800004 Permit Number: S02-034
Address: 14040 INTERURBAN AV S TUKW Status: ISSUED
Suite No: Applied Date: 07/15/2002
Tenant: GRAND CENTRAL CASINO Issue Date: 07/25/2002
1: Special Inspection required for welding
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws
regulating construction or the performance of work.
Signature: Date:
Print Name:
doc: Conditions
S02-034 Printed: 07-25-2002
SITE INSPECTION (PLANNING)
File No. S02-034
Name of Tenant: Grand Central Casino
Sign Address: 14040 Interurban Ave S
Date Photo Taken: 01-09-03
Comments:
Sign appears to conform to permit application
Sign appears different from permit application
Sign not installed as of (date)
Make new site visit and taken photo by (date)
t
May 29, 2002
1111
Cizy of Tukwila
Steven M. Mullet, Mayor
Department of Community Development
Kevin Wells
Carlson Sign Company
1605 NE Forbes Road
Bend OR 97701
Steve Lancaster, Director
Merrick D. Lentz
Merrick Lentz Architects
1800 136th Place NE Suite 100
Bellevue WA 98005
Re: Sign permit for Grand Central Casino, 14040 Interurban Avenue South, Tukwila.
Dear Mr. Wells & Mr. Lentz:
Based on review of your sign permit application for the above referenced site the following
information is required:
1. A portion of the freestanding sign is proposed as an LED reader board. The LED reader
board must comply with Tukwila Municipal Code (TMC) 19.08.030 regulations
regarding animation signage.
TMC 19.08.030 defines animated sign as "any sign or portion which physically moves,
including rotation or on which lettering or figures appear to move due to flashing lights.
However changes in background or border lighting which occur at a rate of no more
than ten times per minute and which utilize lamps of no more than 15 watts are classified
as non -animated portions of a sign". Please note that the definition of animated signs
draws a distinction between a change of a sign display and a border lighting/background
change. A border lighting/background change is allowed as long as it meets the rate of
change and illumination requirements listed above. However any changes of the sign
display are considered animation and such changes are prohibited per TMC 19.28.010(3).
Pursuant to TMC 19.28.010(3), animated signs are prohibited in the City of Tukwila
unless specifically approved as Type 2 decision (see attached application) and subject to
criteria listed under TMC 19.28.010(3). The criteria limits the message content of such
signage to time, date, temperature and business hours.
Please provide additional information regarding the type of changes the LED reader
board will be used for. If you are proposing to use the LED reader board for just border
lighting and background changes, please note the rate of change and illumination
requirements noted above. Also, provide a certification from the owner or operator of the
sign stating that the sign shall be operated in accordance with the City codes and the
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665
M
owner or operator shall provide proof of such conformance upon request of the City.
Also, provide a copy of the manufacturer's operating manual, which includes
illumination and brightness information of the proposed sign.
If any changes to the sign display are proposed, a Type 2 Special Permission permit is
required and it must meet the criteria listed under TMC 19.28.010(3), which limits sign
display changes to time, date, temperature and business hours.
2. Wall sign: Per TMC 19.32.140, the maximum sign area of any sign mounted on a wall
with an exposed building face of 3,440 is 118 square feet. Based on the dimensions
provided, the proposed sign area is 128.6 square feet. Please clarify the dimensions and
the area calculation for the proposed sign and revise the drawings to meet the maximum
size requirements.
If you have any further questions, you can reach me at 206-431-3685.
Sincerely,
,41/1.‘;4':_)1`0,,t
Minnie Dhaliwal
Associate Planner
Attached: TMC 19.08.030 and 19.28.010
Type 2 -Special Permission Director application
May 13, 2002
City Of Tukwila
Steven M. Mullet, Mayor
Department of Commiuniry Development Steve Lancaster, Director
Merrick D. Lentz
Merrick Lentz Architect
1800 136th Place N.E., Suite 100
Bellevue, Washington 98005
VIA FAX 425-747-7149
Re: Grand Central Casino
14040 Interurban Avenue South, Tukwila
L98-0101 (Design Review)
Dear Rick:
Your April 29th letter and revised plan sheets propose the following changes to the design approved by
the Planning Commission on August 30, 2001:
1. A reduction in the total square footage of the sign face from 95 square feet to 67 square
feet. 'This has been accomplished by removing the image of the Statue of Liberty and the
New York skyline that had been incorporated in the previously approved design.
2. A repositioning of the LED reader board to a higher location on the pylon to keep it out of
the reach of pedestrians.
The location, height and colors of the freestanding sign will not change. The LED reader board will comply
with TMC 19.08.030 regarding animation signage. Per TMC 18.60.030(D), this design is approved as a
minor, insignificant modification which will have no impact on the project design. Accordingly, review and
consideration by the Board of Architectural Review is not required. These changes should be reflected in
the plans of any pending or proposed permits with the Public Works or Building Departments.
Sincerely,
Jade Pace
Planning Manager
cc: Deborah Ritter, Senior Planner
Jill Mosqueda, Associate Engineer
Brenda Holt, Permit Coordinator
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206.431-3665
MAY -13-2002 08:49AM TEL )2064313665 ID )CMA PST .S3.D PAGE:002 R=100%
•
CARLSON SIGN
F625 -052 -Mi fl ,t:4')
MON 14$41 FAX
DEPARTMENT OF LABOR AND INDUSTRIES •
REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
;r.= REGISTI: :#
CC01 CA.RLSSC981JS
EFFECTIVE DATE
CARLSON SIGN CO
PO BOX 524
BEND OR 97709
EXP. DATE
04/10/2004
04/10/2002
D.Iach And Display Certificate
REGISTERED AS PROVIDED BY LAW AS,
CONST CONT GENERAL
REGIST.. # EXP. DATE
CCO1 CARLSSC981JS 04/10/2004
EFFECTIVE DATE 04/10/2002
CARLSON SIGN CO
PO BOX 524
BEND OR 97709
Signature
Issued byDEPARTMENT OF LABOR AND LNDUSTRIES
Please Remove
And Sign
Identification
Card Before
Placing In
Billfold
• •
City of Tukwila
Tukwila, WA 98168
Dear City of Tukwila:
This letter is to state that I am the operator of the electronic message center at The Grand Central
Casino, 14040 Interurban Ave. S.
Per your request, I am sending you this certified letter stating that I will operate the above sign
within the guidelines of the City Sign Code at all times.
Blake E. Dowen
Director of Marketing
Grand Central Casino
INDIVIDUAL ACKNOWLEDGMENT
STATE OF ' `r"".Jr �I
County of SS.
On this day personally appeared before me�Ie Dow
known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledged that
(they, he, she) signed the same as (their, his, her) free and voluntary act and deed, for the purposes therein mentioned. me
�jy� 9
LJCui . O Z
GIVEN under my hand and official seal this
day of
Notary Public in and for the State of Washington
(felWAL�
Residing at:
My commission expires:
Evergreen Entertainment 14040 Interurban Ave. S. Tukwila, WA 98168 (206) 2445400
ii
4 54_6.44....„.
1 -
City. of Tukwila - .,
: Department ofCommunity, Development:
6300 Southcenter:Boulevard, Suite 100
'Tukwila, Washington: 98188.
(206)'431=3670
•
PERMIT NO:
DATE:•.
0 r ►' i../�
f1[®EiVED
CITY OF TUKWILA
PERMANENT SIGN PERMIT APPLUCAli ION
rtt4J CL4iv t i .o
Please print _ ?filo
ifero. =$4erltr�,`fry - so r (r4ktol/0. 2c'% -7-q7 ,/Q 7,
Business Name • Address of Sign Phone -,7
gviw.(AO 5, art501N-61 go"- NE Forbes 1g.t.s..cel_ ?1-701 5w -3,0-218x
ApplicantIContactCcrlsen. S./4, Vei, Address,.C11y, Slate, Zip . . Phone
CAR LS 5 C cf 87 -"S' Cols ow. S r' _ Co. /60� rio .. . r .( OR 9770/ syr- 3t2-.2.11 ez
Contractor Gar. f Address, Cit S`tate,'Zip Phone
CHECKLIST
❑ Separate applicalion required for.each sign proposed
❑ 3 sets of plans (dimensioned and'scaled), Including site
plan showing:
• Properly 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
❑ 050 application fee per sign, or.50 cents per sq. ft.,.
whichever is greater.
See back of form for examples
Isyour sign: a:.
Freestanding sign 15 or more feet in height
❑ Pole sign with face 30 square feet or more in area.
❑ Wali. sign weighing 400 pounds. or more
If any of the above are true,the application must go
through structural review.
STRUCTURAL. REVIEW CHECKLIST:
❑ . 084 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.
Is the sign:
Internally lit
0 Externally lit 0 Not lit
Does the sign face residential zones or public facilities?.
❑ Yes f3 No
Exposed neon tubing Is not allowed within 200 feet of LDR, ..
MDR or 1 -IDR zones.
Diduilding'go through design review?
LSI Yes
0 No
Including this sign, how many signs will list this business?
Freestanding pn.e.- Wall an.1a_
WALL SIGN:
What is the wall area (length x height) where the sign will be
mounted? square feel
Wall sign size: • square feet
Does wall sign weigh more than 400 pounds?
❑ Yes • ❑ No
If the sign weighs more tIran 400'pounds it requires structural:
review... See checklist for additional Information required
•
FREESTANDING: SIGN: •
Street frontage of the entire premises where the sign will be
located: ' feet
Generallyonly-onefreestanding sign Is allowed per
premises.
Size of sign face: r Or7 ]' square feet 470
-Structural review Is required for pole signs with faces 30
square feet or more In area, (see checklist for additional
Information required). rr
Number of sign faces:' 2 (RI -iv -4- 4 b )
Height of building: 2 feet
Generally, signs may not be higher than the building : with
which they are associated'
Sign height: /Ar feet (o inches
Structural review Is required for signs 15 feetor more In
height, (see checklist for additional Information required).
Distance from closest edge of sign to properly lines:
/6' 6 " feet
Generally, signs mustbe set back from all property lines a
distance equal to their height
INSPECTIONS
If the sign needs structural review. the applicant or Installer is required td call the: Building Division at 431-3670 for foolingor bracket_
Inspections. Footing inspections. must take place before concrete Is poured: Bracket Inspections must take place before
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' 431-3870 fora final Inspection.
11 is the responsibility of the installer to obtain the electrical permit and Inspections from the Washington Stale Department of Labor
and Industries al (206) 240-6830.
• ,SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE. 0
..5'4.
I HEREBY CERTIFY That the above Informalion.furnished by mets true and correct under penally of periury,by law in the Stale of Washington, and:that:<;
the applicable requirements of Jim City of Tukwila will be met. „_ • 1
Dale
20 aaD2-
!gnaw a of owner or authorized ag nl
e0
SSS/ -3s2 2( 82-
.
Phone.
FOR OFFICE USE ONLY
Planning review by:
Q. Denied,
Issued.
0 Issued with conditions
Structural review required? 0Yes 0 No Structural review by:
0 , Denied 0 '. Approved
Actual time spent to review Additional charges for lime :over:2 hours
Approved with conditions
•
•
Jair•r.
.DATE: November 2001
ENGINEERING. INC.
STRUCTURAL
CALCULATIONS
FOR POLES AND FOOTINGS ONLY
FOR
GRAND CENTRAL CASINO SIGN
LOCATED AT:
TUKWILA, WASHINGTON
CLIENT:
CARLSON SIGN
BEND, OREGON
STRUCTURAL CALCULATION IN ACCORDANCE WITH CURRENT UBC AND AMENDMENTS
20380 HALFWAY RD., SUITE A BEND, OREGON 97701 Ph: (541) 317-2939 FAX: (541) 317-2940
FRUCTURAL SPECIFICATION"
GENERAL:
c -
ALL
METHODS, MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE PLANS, THE CURRENT EDITION OF THE
(CABO), AND CURRENT CABO STANDARDS, AS AMENDED AND ADOPTED BY THE LOCAL GOVERNING BUILDING
CODE AUTHORITY.
VERIFY ALL EXISTING CONDITIONS AND CHECK ALL DIMENSIONS AND ELEVATIONS PRIOR TO STARTING WORK.
CALL DISCREPANCIES TO THE ATTENTION OF THE OWNER AND RESOLVE BEFORE PROCEEDING WITH THE WORK
DETAILS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR TO DETAILS SHOWN FOR RESPECTIVE
MATERIALS AND SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE OWNER
SUBMIT SHOP DRAWINGS OF ALL FABRICATED STRUCTURAL ITEMS FOR REVIEW BY THE ENGINEER PRIOR TO
CONSTRUCTION, INCLUDING: REINFORCING STEEL, S I RUCTURAL AND MISCELLANEOUS SI ha, PREFABRICATED.
TRUSSES AND STEEL MANUFACTURERS SHALL SUBMIT 5 SETS OF DRAWINGS AND CALCULATIONS SEALED BY A
STRUCTURAL OR CIVIL ENGINEER REGISTERED IN THE STATE OF OREGON.
DESIGN CRITERIA:
DEAD LOADS ACTUAL
WIND LOADS BASIC WIND SPFPT) =40 MPH,
EXPOSURE "5",
SIESMIC ZONE 3 AS PER U.B.C.
EARTHWORK
1. FOUNDATIONS:
ALLOWABLE SOIL BEARING PRESSURE: 1500 P.S.F. (ASSUMED)
1-1/3 INCREASE ALLOWED FOR LOADS FROM WIND OR SEISMIC ORIGIN.
SEE SOILS REPORT FOR RETAINING WALL DESIGN LOAD AND SOIL CAPACITIES.
ALL FOOTING SHALL BEAR ON FIRM, UNDISTURBED EARTH OR "STRUCTURAL BACK'. AREAS OVER EXCAVATED
SHALL BE BACKFILLED WITH "STRUCTURAL BACKFILL" OR LEAN CONCRETE (Pc2000 psi). "STRUCTURAL
BACKFILL" SHALL CONSIST OF APPROVED WELL -GRADED BACKFILL MATERIAL, WITH MAXIMUM SIZE OF ROCK =
4". FROZEN SOIL, ORGANIC MATERIAL AND DELETERIOUS MA i IS NOT ALLOWED. COMPACT TO AT LEAST 95%
OF ITS MAXIMUM DENSITY AS DE ERMINED BY ASTM D-1557-78. CONTRACTOR SHALL EXERCISE FICTREME CARE
DURING EXCAVATION TO AVOID DAMAGE TO B • in' LINES, TANKS, AND OTTER CONCEALED ITEMS. UPON
DISCOVERY, DO NOT PROCEED WITH WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM THE OWNER. A
COMPETENT REPRESENTATIVE OF THE OWNER SHALL INSPECT ALL FOOTING EXCAVATIONS FOR SUITABILITY OF
BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING STEEL PROVIDE DRAINAGE AROUND ALL WORK TO
AVOID WATER -SOFTENED FOOTINGS.
GRADING:
SUB -GRADE PREPARATION: COMPACT TOP 6 INCHES OF EXPOSED SUB -GRADE AT OPTIMUM MOISTURE CONTENT
TO 90 PERCENT OF MAXIMUM DRY DENSITY AS DEIERMINED BY ASTM D-1557. IF ANY SOFT OR LOOSE SUB -GRADE
MATERIALS ARE ENCOUNTERED. OVER -EXCAVATE AND REPLACE WIIEI COMPACTED SITE FILL IF PROPER
COMPACTION OF THE SUB -GRADE IS IMPRACTICAL BECAUSE OF EXCESSIVE MOISTURE, OVER EXCAVATE AND
REPLACE WITH A SUFFICIENT THICKNESS (NOT LESS THAN 12") OF 2 INCH -MINUS WASHED ROCKFILL TO PROVIDE A
FIRM WORK SURFACE. ALL SUBGRADE ELEVATIONS TO 13E WM LIN +/- 0.1 FOOT OF 111AT SPECIFIED.
BASE COURSE:
PROVIDE A FINAL COURSE TO DEPTH AS PER PLANS (6 INCHES MINIMUM), OF 3/4 INCH -MINUS ROAD MIS.
AGGREGATE COMPACTED TO 90 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557. BASE-
COURSF. GRADING REQ 1' Ip SHAH. BE AS FOLLOWS: 100% PASSING I' SIEVE; 90-100% PASSING 3/4 SIEVE: 40-
65% PASSING 94 SIEVE. 30-50% PASSING A 3R SIEVE 3-8% PASSING A N200 SIEVE.
•
CONCRETE:
THE SELECTION OF MATF,RIAI S FOR. AND THE MIXING AND PLACING OF ALI. CONCRETE SHALL CONFORM TO THE
REQUIREMENTS OF THE CURRENT U.B.C. MAXIMUM SIZE OF AGGREGATE SHALL BE 1 I2".
THE CEMENT CONTENT AND MAXIMUM SLUMP SHALL BE AS SHOWN BELOW FOR [ND[CATED CONCRETE
STRENGTHS (Yc), UNLESS ALTERNATE MD< DESIGNS ARE SUBMITTED BY. THE CONCRETE SUPPLIER AND APPROVED
BY THE OWNER SUCH MIX DESIGNS MUST BE SUBSTANTIATED BY STRENGTH DATA FROM TRIAL BATCHES OR
FIELD EXPERIENCE. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28 -DAY CYLINDER TESTS IF
• REQUIRED.
MINIMUM 28 -DAY M(NEMTJM SACKS OF CEMENT MAXIMUM
LOCATION STRENGTH Pc • PER CUBIC YARD OF CONCRETE SLUMP'
ALL CONC. 3000 5 1/2 4"
EXCEPT AS NO SPECIAL NSP. REQUIRED
NO I LL)
ALL CONCRETE EXPOSED TO EARTH OR WEATHER SHALL CONTAIN AN ACCEPTABLE AIR ENTRAINING AGENT,
CONFORMING TO ASTM SPECIFICATION C-260, TO ATTAIN 4% TO 6% ENTRAINED AIR BY VOLUME.
PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT
TEMPERATURES FOR AT LEAST 7 DAYS, IN ACCORDANCE WITH ACI 301. NO ALUMINUM (CONDUIT,
MISC a OUS ITEMS, ETC.) SHALL BE EMBEDDED IN ANY CONCRETE.
COLD WEATHER PLACING: PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED STRENGTH WHICH
COULD BE CAUSED BY FROST, FREEZING ACTIONS, OR LOW TEMPERATURES, N COMPLIANCE WITH ACI 306. DO
NOT USE FROZE`! MATERIALS OR MATERIALS CONTAINNG ICE OR SNOW. DO NOT PLACE CONCRETE ON FROM;
SUBGRADE OR ON SUBGRADE CONTAINING FROZEN MATERIALS.
HOT WEA ID' PLACING: WHEN HOT WEATI-[ER CONDITIONS EXIST (90 DEGREES FAI r 113 AND ABOVE) WHICH
WOULD SERIOUSLY IMPAIR THE QUALITY AND STRENGTH OF CONCRETE; PLACE THE CONCRETE N ACCORDANCE
WITH ACI 305R.
METALS:
REINFORCING 5' hhL (MASONRY AND CONCRETE): REINFORCEMENT SHALL CONFORM TO ASTM A-615,
GRADE 60. DETAIL, FABRICATE AND PLACE PER ACI 315 AND ACI 318. SPLICES SHALL BE 24 BAR DIAMETERS, 24'
MINIMUM FOR CONCRETE; 43 BAR DIAMETERS, SUPPORT ALL REINFORCEMENT WITH APPROVED CHAIRS,
SPACERS, OR TIES.
WELDED WIRE FABRIC: CONFORM TO ASTM A-82 AND A-135. LAP ONE FULL MESH ON SIDES AND ENDS. PLACE AT
MID -DEPTH OF SLAB UNLESS SHOWN OTHERWISE..
STRUCTURAL STEEL CONFORM TO THE LATEST EDITION OF THE "RISC SPECIFICATION FOR THE DESIGN,
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.' SHOP PALNT AFTER FABRICATIONS WITH
AN APPROVED P' 1 ID' (SEE PAINTING SPECIFICATION). GALVANIZE a• FABRICATION ALL MISCELLANEOUS
STEEL SPECIFICALLY CALLED TO BE GALVANIZED ON PLANS.
51 EEL SHAPES AND PLATES:
STEEL STRUCTURAL TUBNG:
STRUCTURAL STEEL PIPES:
ASTM A-36 (Fy=36KSI) or ASTM A-572 (Fv=50 KSI)
ASTM A-500, GRADE B (Fr- 46 KSI)
ASTM A-53. GRADE B (Fy=35 KSI)
MACHINE BOLTS AND ANCHOR BOLTS: ASTM A-307
DRILLED EN CONCRETE ANCHORS OR EXPANSION BOLTS: '1111.T1' FASTENERS OR APPROVED EQUAL UNLESS NOTED
OTT TER WISH: ON DRAWINGS. EMBED BOLT INTO CONCRETE OR GROUTED MASONRY SEVEN DIAMETERS MINIMUM.
1 N[.ESS SI TOWN OTHERWISE.
•
WELDING:
ALL WELDING SHALL CONFORM TO THE AIvIER.ICAN WELDING SOCIETY STANDARDS FOR ARC AND GAS WELDNG
IN BUILDING CONSTRUCTION. ALL WELDS SHALL BE DONE BY CERTIFIED WELDERS, USING E70 ELECTRODES, AND
3/16" MINIMUM SIZE UNLESS NOTED OTHERWISE. NO WELDING OF REINFORCING S I k±L SHALL BE DONE WITHOUT
SPECIFIC APPROVAL OF THE ENGINEER. WHEN APPROVED D i REINFORCING STEEL N ACCORDANCE WITH T[ 11
AMERICAN WELDING SOCIETY'S "REINFORCING STEEL WELDING CODE". IN NO CASE WILL A WELD BE MADE
WITEEN 6 BAR DIAMETERS OF A "COLD BEND." SPECIAL INSPECTORS SHALL BE PROVIDED DURING ALL
STRUCTURAL FIELD WELDING INCLUDING THE WELDING OF REINFORCING S I ELI..
(UBC)
EACH SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL SHOW COMPETENCE TO TIE
SATISFACTION OF THE BUILDING OFFICIAL, FOR THE PARTICULAR OPERATION. ALL INSPECTION REPORTS SHALL
BE SUBMITTED TO THE BUILDING DEPARTMENT WITH THE PROJECT NAME AND ADDRESS (UBC).
•
ENGINEERING, INC.
PROJECT #: SHEET: tj OF
PROJECT NAME: G AID CSC%XZAL C.45/N0
LOCATION: 7ii4Wu A ) W4.
BY: .TOAD DATE: /03k/
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•
PIPE COLUMN AS PER
f`LEV1 T 1G N
CONTINUOUS FULL HEIGHT
PAINTED AS PER OWNER
PLAN VIEW
RING PLATE I'x
WITH I" LIP OVER
LOWER PIPE
RIN6 PLATE 1'x
WITH I' LIP OVER
LOVER PIPE
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I/4". '
GAP PLATE 5/8' CUT FIT
INTO LOWER PIPE COLUMN
1\1/4°
PIPE COLUMN A5 PER
�C_ENA"F+ a h+ •
CONTINUOUS FULL 14EI6HT
PAINTED AS PER OWNER
SIGN SPLICE DETAIL ELEV. VIEW
PIPE COLUMNS AS PER
FLEVA7T LON
CONTINUOUS FULL HEI6HT
PAINTED AS PER OWNER
POSTS
AND 516N
TO MATCH
ELEV VIEW
SIGN SPLICE DETAIL PLAN VIEW
COLUMN SPLICE DETAIL
N.T.S.
) :
Extemol
Clome,er
Inches
2 1 / 5
'2 7."
3 1/2
4
4 1/2
4 1/2
4 1/2
5 9/16
5 9/16
5.9/16
6 5/8
6 5/9
6 5/S
6 5/8
6 5/8
6 5,'b
8 5/13
8 5/8
8 5/9
8 5/8
8 5/8
. 8 5/9
8 5/8
10 3/4
I0 3/4
10 3/4
10 3/4
10 3/4
10 3/4
'10 3/4
12 3/4
12 3/4
12 3/4
12 3/4
12 3/4
12 3/4
12 3!4
12 3/4
12 3/4
14
14-
14
14
14
16.
16
16
16
16
'18
18
18
1S
20
20
20
20
24
21
21
24
Moll
Thickness
Inches
. 154
.203
.216
. 226
. 188
.237
.337
. 188
.258
.375
. 188
•219
. ▪ 25
. 28�
. 375
. 432
.118
.219
.25
. 277
. 322
.375
. 50
. 188
.219
.25
.279
.307.
.365
.50
. 188
.219
.25
. 281
.312
.330
. 375
. 408
.50
.25
.312
.375
.438
.50
. 2'5
. 312
.375
.438
.50
.25
.312
.375
.50
.25
.31.2
.375
.50
:113
.375
.50
•Molyht
Lbs per Ft.
Schedule
Number
Soctlo
Aodulu
3.65
5.79
7.57
9.11'
9.64
10.79
14.98
10.76
14.61
20.78
12.89
14.97
17.02
18.97
25.03
28.57
16.90
19.64
22.36
24.7
' 28.55.
33.04 -
43.39
21.15
24.6
28.04
31.2
34.24
40.48
54.74
25.22
29.27
33.37
37.45
41.51
43.77
'49.56
53.52
65.41
36.71
45.88
54.56
63.37
72.09
42.05
52.36
62.57
72.72
82.77
47.39
59.03
70.58
93.45
52.73
65.71
73.59
• 104. 13
63.41
79.06
94.01
125.49
40
40
40
40.
40
80
40
SO
5606
1.064
1.7241-
2.3939
2.629
3.2145
4.2713
4. 1161
5.45
7.43
5.9351
6.8261
30 7.6905
40 8:4958
10.89
80 12.224
10.261
11.841
13.385
14.69
20
30
40
80
16-809
19'.21.
24.514
16. 18
18.675
20 21.156•;
• 23.418
25.566 •
29.904.
39.433
30
. 40
60
22.9
26.524
20' 30.09
33.602
37.06
•
30
40
10
38.973
43.817
47.07
56.713
36.471
. 20 • 44.97
30 .. 53.251
61.29
69.108
10 • 47.958
59.25
30 70.261k
81.01
40 91.493
10 61.02
20 75.48
• 89.626
117.02
10 75.64
93.67
20 111.35
30 145.69
10 109.61
135.94
20 161.86
212.45
•
Re.ls►In7 Moment In Foot Pounds
Grade A Grotto 8
18,000 s 27,000 r
Stress Stress
840
1,596
2,586
3.590
3,944
4,821
6,407
6,174
5,175
11,145
8, 902
10,239
11,536
12, 744
16, 339
18,335
15,391
17, 761
20,077
22, 036
25,214
28,821
36, 771
24,250
28,013
31,734
35, 127
38,349
44,856
59, 150
34;485
39,786
45,135
50,403
55,690
•
58,460
65,726
70,984
85, 070..
54,707
67,469
79,877
91,939
103,662
71,937
88,868
105,391
121,512
137,239
91, 523
113,212
134,439
17 5, 528 '
113,465
I40,502
167,021
218,530
104,418
203,917
242,787
318,689
1,260
2,39.4
3, 879
5.385
5,916
7,231
9,610 ••
9,261
12,262 .-
16,717
13,353
15,368
17,304
19,116
24,509
27,502
23,086
26,841
30,115 '
83,054
37,821
43,231
55,156
36,875
42,019 I'
47,601
52,690 _.
57,523 •
67,284
88,725
559;1,679727
67,QQ7�002, ••
75,604 •
83,385
, 0•
9887,53969
106,491 :
127,605.
82,060 •
101,207
119,815
137,908 '
155,498
107,905
133,302
158,086
182,268
205,858
137,284
169,818
201,658
263,292
170,197
210,753
250, 531
327,796
248,827
305,875
364, 180
478,003
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Grand Central Casino
14040 Interurban Ave. So.
Tukwila, WA
Double faced internally
illuminated street sign
@ 16' 6" overall height.
No message center.
No readerboard.
RECEIVED
CITY OF TUKWILA
J U L 2 3 2002
PERMIT CENTER
Elevation view
132"
0 00CI0a0a011001 010 000010000000
•o
End view
_Ufa P.O. Box 524
CARL.SON Bend, Oregon 97709
541)
FAX 382
FAX (541) 382-2196
File Name: GCStreetRB
Customer: Grand Central Casino
Scale: 3/8" = 1'
Salesperson: Kevin Wells
Date: 07/23/2002
IMPORTANT NOTICE
This design is the exclusive
Approves color, design, /Date Property of Carlson Sign Co.
Others using this design
size, and spelling will be subject to prosecution.
128
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ft. 30•
Overall sign area
a 6.00 s
P.O. Box 524
CARLSON Bend, Oregon 97709
(541) 382-2182
FAX (541) 382-2196
File Name: tukpylfinal2
Customer: Grand Central Casino
Scale: 1/2" = 1'
Salesperson: Kevin Wells
Date: 04/17/02
IMPORTANT NOTICE
This design is the exclusive
property of Carlson Sign Co.
Approves color, design, Date Others using this design
size, and spelling will be subject to prosecution.