HomeMy WebLinkAboutPermit S02-033 - GRAND CENTRAL CASINOGRAND CENTRAL CASINO
14040 INTERURBAN AV S
P -SIGN
502-033
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670
PERMANENT SIGN PERMIT
Parcel No.: 0002800004 Permit Number: SO2 -033
Address: 14040 INTERURBAN AV S TUKW Issue Date: 07/15/2002
Suite No: Permit Expires On: 01/15/2003
Business
Name: GRAND CENTRAL CASINO Phone:
Address: 14040 INTERURBAN AVENUE SOUTH, TUKWILA WA
Property Owner:
Name: EVERGREEN ENTERTAINMENT COR Phone:
Address: 14060 INTERURBAN AVE S
Contact Person:
Name: KEVIN WELLS Phone: 541-382-2182
Address: CARLSON SIGN COMPANY
Contractor:
Name: CARLSON SIGN CO Phone: 541-382-2182
Address: PO BOX 524
DESCRIPTION OF WORK:
Wall sign 128.6 sq. ft. "Grand Central Casino"
Fees Collected: $148.30
PERMANENT SIGN:
Zoning: C/LI Sign Type:
Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4
Wall Area (sq. feet): 3440 0 0 0
Wall Sign Size (sq. feet): 128.6 0 0 0
Sign Lighting:
Face Residential Land: N N N N
Freestanding Sign #1 Freestanding Sign #2
Street Frontage for Entire Lot: 0 0
Building Height (feet): 0 0
Sign Size (sq. feet): 0 0
Sign Height (feet and inches): 0' 0" 0' 0"
Setback (feet): 0 0
Number of Sign Faces: 0 0
Planning Division Authorized Signature: F71—"C__Date: 7/510
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.
doc: Permsign
S02-033 Printed: 07-15-2002
SITE INSPECTION (PLANNING)
File No. S02-033
Name of Tenant: Grand Central Casino
Sign Address: 14040 Interurban Ave S
Date Photo Taken: 01-09-03
x Sign appears to conform to permit application
Comments:
Sign appears different from permit application
Sign not installed as of (date)
Make new site visit and taken photo by (date)
May 29, 2002
•
City of Tukwila
Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
Kevin Wells
Carlson Sign Company
1605 NE Forbes Road
Bend OR 97701
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
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,
,)1"aa
Minnie Dhaliwal
Associate Planner
Attached: TMC 19.08.030 and 19.28.010
Type 2 -Special Permission Director application
CARLSON SIGN
DEPARTMENT OF LABOR AND INDUSTRIES •
REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
REGIST. -•# EXP. DATE
CC01 CARLSSC981JS 04/10/2004
EFFECTIVE DATE 04/10/2002
CARLSON SIGN CO
PO BOX 524
BEND OR 97709
F625.052-O&I t.i7
MON 14:41 FAX
DXlach And Display Cerliricale
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
Signaire
Issued by•DEPARTMENT OF LABOR AND INDUSTRIES
Please Remove
And Sign
Identification
Card Before
Placing In
Billfold
u.)oI1 5 50 L - O;2,3
. 3
PERMIT NO: •.
:Ji*T-
RE'EIVED
CITY OF TUKWILA
ty 'of; kwila
•Department:of Community. Development
6300 Southcenter,Boulevard,. Suite•100: DATE:.
Tukwila, `• Washington 98188
(206).431-3670
Please. print 1816g
1-4.4t1 CAlral at>,KA9 (rOy0 =.4.—urk,.,.. v4.so: ; ikkkigo.. 5y/-38;-2(82
Phone ;
gv(r..LOtOS. axlsov. Si : gOx ith Forb4 1r , 13 ,0r— ?7 1 . .Sy13,fa-?.1$�
Applicant/Contact . Cal -1.$0. Stud . Address, Clty, State,, Zip Phone
ch R L ss c ci•s ( zs Ci s, Co. / . e6� 24,J a sY: 3t2 -2z:
Loh.. (�
, Contractor Ad ress, ty, ate, p / • 70I Phone
.Business Name Address of.Sign
CHECKLIST
Separate application required.for.each sign proposed
3 sets of plans (dimensioned andscaled), 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 Stale contractor's license
$50 application fee per sign, or 50 cents per sq. ft.,
whichever is greater.
- See back of form for examples
Is your sign a:
C3 _Freestanding sign 15 or more feel 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:
O $84 for structural review (if actual cost to the City is,
greater, you will be billed when you pick up your permit).—,
0 Construction details to describe the proposed foundation
or wall attachments (seeback.of form for examples)
❑ Structural calculations for the sign shall be prepared by a
Washington Slate structural engineer' .
SIGN DESCRIPTION.
Is the sign:
• Intemally lit
❑ Externally lit 0 Not lit
Does the sign face residential zones or public facilities?
❑ Yes ErNo
Exposed neon tubing Is not allowed within 200 feet of LDR,
MDR or HDR zones.
EbDId ilding go through design review?
Yes 0 No
including this sign, how many signs will list this business?.
Freestanding on.t.. Wall tea-.
WALL SIGN:
What is the wall area (length x height) where the sign will be
mounted? 3,'Y1j/o square feel
• Wall sign size: 1/8 square feel
Does wall sign weigh more Than 400 pounds?.
VI Yes ❑ •No
If the sign weighs nioro than 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
'Generally, only one freestanding sign Is allowed per
premises.
Size of sign face: square feel
• Structural review Is required for pole signs with faces 30
square feet or more In area, (see checklist for additional
• Information required). . ..
Number of sign faces:
Height of building: feet
Generally, signs may not be higher than the building with
which they are assoc/aced.
Sign height feel .. inches
Structural review Is. required for signs 15 feet or more In
height, (see checklist for additional Information required).
Distance from closest edge of sign to property lines:
feet
Generally, signs must be set back from all property Ilnes a
distanceequal 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 footing or bracket
Inspections.. Footing Inspections must take place before concrete is' poured'. Brackel.inspections must lake 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 at431-3670 for a final Inspection.
Ills the responsibility of the installer to obtain the electrical permit and. inspections from the.Washington State Department of Labor.
and Industries al (200) 2486630..
SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE.
.1 HEREBY. CERTIFY that the above Information furnished by me is true and correct under penalty of perjury by taw In the Slate of Millington, and that
. the applicable requirements of the City.of Tukwila w II be
Date
all 24
tlnnalur6 a#(&___
n(orized agent) ..
Zoning:
Phone
FOR OFFICE USE ONLY
Planning review by:
O Denied
Issued with conditions
•
Structural review required?, s es ❑ No • Structural review by:
O Denied. lgAPprOved..
Actual lime spent to review Additional charges for lime over 2 hours
I�15' o -7J.
0 Approved with conditions
• rnmmonla nr nnnrlilinna• •
Grand Central Casino, Tukwila, WA
Wall sign dimensions June 4, 2002
164 1/4"
122.75"
/Y6kSU 93e,c,
/6if•L5x39:6'os•7J
s9 • —..; ?S—
{92-3°•2
iLy
P.O. Box 524
CARLSON Bend, Oregon 97709
(541) 382-2182
FAX (541) 382-2196
186.00"
File Name: GSWALLTUKWILA2
Customer. Paul Carlson
Scale: 1/2" = 1'
Salesperson: Kevin Wells
Date: June 04.2002
Approves color, design, ' Date
size, and spelling
IMPORTANT NOTICE
This design is the exclusive
property of Carlson Sign Co.
Others using this design
will be subject to prosecution.
•
ENGINEERING, INC.
JULfl 1 1
DATE: Feb 002
STRUCTURAL
CALCULATIONS
FOR:
GRAND CENTRAL CASINO
WALL SIGN
LOCATED IN:
TUKWILA, • WASHINGTON
CLIENT:
PC SIGNS
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
*STRUCTURAL SPECIFICATI S
C
GENERAL:
ALL METHODS, MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE PLANS, THE CURRENT EDITION OF T.
(CABO), AND CURRENT CABO STANDARDS, AS AMENDED AND ADOPTED BY THE LOCAL GOVERNING BUILDLtiG
CODE AUTHORITY.
VERIFY ALL E: ISTI IG CONDfITONS AND CHECK ALL DLMENSIONS 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 S M LAR 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, STRUCTURAL AND MISCELLANEOUS S 1±L, 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 SPEED =40 MtPK
EXPOSURE "8",
SIESMIIC ZONE 3 AS PER U.B.C.
EARTHWORK
1. FO(JNDATIONS:
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 SOLI. CAPACITIES.
ALL FOOTING SHALL BEAR ON FIRM UNDISTURBED EARTH OR "STRUCTURAL BACK'. AREAS OVER EXCAVATED
SHALL BE BACKFII.LED WTIH "STRUCTURAL BACKFILL" OR LEAN CONCRETE (fc=2000 psi). "STRUCTURAL
BACKFILL" SHALL CONSIST OF APPROVED WELL -GRADED BACKFILL MATERIAL WITH MAXIMUM SIZE OF ROCK =
4". FROZEN SOIL., ORGANIC MATERIAL AND DELETERIOUS MATTER IS NOT ALLOWED. COMPACT TO AT LEAST 95%
OF ITS MAXIMUM DENSITY AS DE 1 ERMINED BY ASTM D-1557-78. CONTRACTOR SHALL EXERCISE EXTREME CARE
DURING EXCAVATION TO AVOID DAMAGE TO B • mi LINES. TANKS, AND OTHER 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 AIL WORK TO
AVOID WATERSOFIF.NEDFOOTINGS.
GRADING:
SUB -GRADE PREPARATION: COMPACT TOP 6 INCHES OF EXPOSED SUB -GRADE AT OFTNUM MOISTURE CONTENT
TO 90 PERCENT OF MAXIMUM DRY DENSITY AS DE i EXMTNED BY ASTM D-1557. IF ANY SOFT OR LOOSE SUB -GRADE
MATERIALS ARE ENCOUNTERED, OVER -EXCAVATE AND REPLACE WITH COMPACTED SITE FQL F PROPER
COMPACTION OF THE SUB -GRADE IS IMPRACTICAL BECAUSE OF EXCESSIVE MOISTURE, OVER EXCAVATE AND
REPLACE WITH A SUFFICIENT THICKNESS (NOT LESS THAN 127 OF 2 INCH -MINUS WASHED ROCKFILL TO PROVIDE A
FIRM WORK SURFACE. ALL SUI3GRADE ELEVATIONS TO BE WILL IIN +/- 0.1 FOOT OF TI IAT SPECIFIID.
BASE COURSE:
PROVIDE A FINAL COURSE TO DEPTH AS PER PLANS (6 INCHES MINIMUM). OF 3/4 INCH -MINUS ROAD MLS.
AGGREGATE COMPA CP TO 90 PERCENT OF MAXIMUM DRY DENSITY AS D • a• I ao BY ASTM D-1557. BASE -
COURSE GRADING REQ ' - a S SIIALL BE AS FOLLOWS: 100% PASSING 1' SIEVE 90-100% PASSING 3/4 STEVE: 40-
6:% PASSING 24 SIEVE: 30-50% PASSING A 38 SIEVE: 3-8% PASSING A N200 SIEVE.
• • C
CONCRETE:
THE SELECTION OF Mv1ATERIAI.S FOR. ANT) THE Iv1IXINC AND PLACING OF ALL CONCRETE SHALT. CONFORM TO TIT.
REQUIREMENTS OF THE CURRENT U.B.C. MAXIMUM SIZE OF AGGREGATE SHALL BE 1 12'.
THE CEMENT CONTENT AND MAXIMTJM SLUMP SHALL BE AS SHOWN BELOW FOR INDICA LED CONCRETE
STRENGTHS (Pc), UNLESS ALTERNATE MIX DESIGNS ARE SUBMITTED BY THE CONCRETE SUPPLIER AND APPROVED
BY THE OWNER SUCH MDC DESIGNS MUST BE SUBSTANTIATED BY STRENGTH DATA FROM TRIAL BATCHES OR
FIELD EXPERIENCE. CONCRETE STRENU'lHS SHALL BE VERIFIED BY STANDARD 28 -DAY CYLINDER TESTS IF
REQUr ED.
MINThAUM 28 -DAY MINIMUM SACKS OF CEMENT MAXIMUM
LOCATION STRENGTH Pc PER CUBIC YARD OF CONCRETE SLUMP'
ALL CONC. 3000 5 In 4•
EXCEPT AS NO SPECIAL NSP: REQUIRED
NOTED
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% FLAIR=LINED 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, FRE':ZE G ACTIONS, OR LOW TEMPERATURES, N COMPLIANCE WITH ACI 306. DO
NOT USE FROM MATERIALS OR MATERIALS CONTAINING ICE OR SNOW. DO NOT PLACE CONCRETE ON FROZEN
SUBGRADE OR ON SUBGRADE CONTAINING FROZEN MATERIALS.
HOT WEA ID' PLACING: WHEN HOT WEATHER CONDITIONS EXIST (90 DEGREES FAHRENHEIT AND ABOVE) WHICH
WOULD SERIOUSLY IMPAIR THE QUALITY AND STRENGTH OF CONCRETE, PLACE THE CONCRETE IN ACCORDANCE
WITH ACI 3058
METALS:
REINFORCING STEEL (MASONRY AND CONCRE 11 ): REINFORCEMENT SHALL CONFORM TO ASTM A-615,
GRADE 6Q DETAIL, FABRICATE AND PLACE PER ACI 315 AND ACI 318. SPLICES SHALL BE 24 BAR DIAMETERS, 24•
MINIMUM FOR CONCRETE: 48 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 ED ON OF THE 'RISC SPECIFICATION FOR THE DESIGN,
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.' SHOP PAINT AFTER FABRICATIONS WITH
AN APPROVED PRINTER (SEE PAINTING SPECIFICATION). GALVANIZE a• FABRICATION ALL MISCELLANEOUS
S l 11:L SPECIFICALLY CALLED TO BE GALVANIZED ON PLANS
STEEL. SHAPES AND PLATES: ASTM A-36 (Fr-36KSI) or ASTM A-572 (F)----50 KSn
STEEL STRUCTURAL TUBENG: ASTM A-500, GRADE B (Fy46 KSI)
STRUCTURAL STEEL PIPES. ASTM A-53. GRADE B (Fy=35 KSI)
MACHINE BOLTS AND ANCHOR BOLTS: ASTM A-307
DRILLED N CONCRETE ANCHORS OR EXPANSION BOLTS: 'Inn' FASTENERS OR APPROVED EQUAL UNLESS NOTED
., r, rr: o tinct. nu nR A WINGS. EMI3ED BOLT INTO CONCRETE OR GROUTED MASONRY SEVEN DIAMETERS MINIMUM
•
•
WELDING:
•
ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARDS FOR ARC AND GAS WELDLNG
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 STEEL SHALL BE DONE WITHOUT
SPECIFIC APPROVAL OF THE ENGINEER WI—EN APPROVED d II REINFORCING STEEL IN ACCORDANCE WmI TT u
AMERICAN WELDING SOCIETY'S "REINFORCING STEEL WELDING CODE". N NO CASE WILL A WELD BE MADE
WITHIN 6 BAR DIAMETERS OF A "COLD BEND." SPECIAL INSPECTORS SHALL BE PROVIDED DURING P.L.
STRUCTURAL FIELD WELDING INCLUDING THE WELDING OF REINFORCING STEEL
(UBC)
EACH SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL SHOW COMPETENCE TO TI -17. 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).
WALL CONSTRUCTION 2-X6' ON 16• CENTERS
4•X 10" HEADER OVER ARCHWAY AND BLOCKING AS
REQUIRED FOR SIGN SUPPORT
[1�7 OLTS THRU 4'X6" BLOCKING IN 2' X 6• STUD WALL
OUGH ANGLE IRON CLIPS BOLTED THROUGH FRAME
IN SIGN
ALL ALUMINUM CAN
W/ STEEL FRAME
EXPOSED NEON
BL
AS REQ IREC
�i BOLTS THRU 4'X6' BLOCKING IN 2'. X 6• STUD WALL
ROUGH ANGLE IRON CLIPS BOLTED THROUGH FRAME
IN SIGN
CONSTRUCTION MATERIALS
& ELECTRICAL TO MEET ALL
U.L. REQUIREMENTS AND
LOCAL ELECTRICAL STADARDS
WALL MOUNT DETAIL
CODE NO GRAND CENTRAL £A.NNo
mice ma SK11 14040 INTERURBAN S.
IUXWIIA WA
CUSTOMER
•61797 FARGO LANE • BEND OREGON • 91702 •
• 541 -3f -372Q • FAX • 541-330-0549 • [MAIL- PCS OB[NDCABI[COM
KV's'
Pnnt6.cielig
SHEET NO
FEB -01-2002 10:19 FROM:CMA RST.S&D
1 4257477149 TO:541 40 P.002'002
• , •
•0)1- 4KL
0040 'e>ce.kitigidnefo • 09hi'fr.
avegoD •
; .
3.
• .
•
• . .
MERRICK
LENTZ
ARC ITECT
- 1366 Mom L$Ntitt MC
fineves.Wubleglot 911103$
1211.74/3171 FAX 423./47.71419
PAW% eldailigiaaawdesi.con
•
Ijt4:
i •
i
020
arum, Ito Ibto
.1111Noma
)(0( DriAkik.
CP rrktdGA6114-0.--roew(c,pc-
GOO
•
ENGINEERING, INC,
PROJECT A: SHEET: 1 OF
PROJECT NAME: 6/ZAAJD G-eN712.4 C,15/^16
LOCATION: rugwit...A w,o,
BY: DATE: /725/0Z
I ; T ; I .
I 1
!
I I 1 1 I
1 1
I
-0 ii /6 44_ I zczL,y
1
i
1 1
z4.12/4z6 01pDcs
7-441
5
I
I
1
i
i i I1 i
I I 1
1
I,
.
' i C
A 70- re6t1-
0F ibgn
6
q1 ih
?! -1(cht-111
1 1 1 I : I ; 1
_4 -_,
i !
14,4,E,11_ 43/6) 'Hi auk/
hvb Z /105
i f
i ' 1
11-it_ei 9b13.0c.- /iv
5. ?-
1
1
Iliii 1
;500 .
____t____w--:=1'
II
; 1 1
, . .
! -_•4
:
I - 1 !
i
1 I i r
• t I .
r---1
I ;
I I
• . T ,
1
4
I
•
I
: I
1
/ ; •
---.T1212?2__67___!0_1_tire5
--,
Al
-
I ! till' i ,7--)
dr1---,
:__ mig
,
/
sL'wi .0 46•
1 ,
,.'4""
ifk).L..
; .
I I: 1 i 1 :
I i ie'
1 i
Z.
;
_T27
! ! ' i 1
i i : II'
•
. ;
• i f 2 I
I
1 I I I I i
b--
/
i
•
-----'—'
1
7472_g_ll_Apipit'l
1 I
1
I -if ili:i
l'
____.v___43_5
i 1 • ,
i I
, , 1
. ,
1
1
I
I I I ' 1 ' •
. .
.
1
i
I
•4? -;/25. j 6 6; /5n
e
.,_(,4sc.)t-te I— ; •
I 1 1 ! i I ; 1 i ; . , I • 1 i 1
•
[ 1 1 , : : . I •
1 AO.WkIE Top ‘c.if of re,6th
71-1ce.(
Hp
I
1
,
.L6!
I i
.
1 i• . ,
; • /0- ; ; ; : ; i ! '
r-+ '----- -
1
-r
, . . . .
. .
•
• i
i . •
1 i ; : : . • , 1 .
.-
.
• •
Table 8.26 Bolt Design Values (Z) for Single Shear (two member) Connections43,3
for sawn lumber with 1/4" ASTM A36 steel side plate
Thick
ness
c�
ij
tm
inches
1-1/2
71 17
2
t,
inches
m7-3
D
inches
G=0.67 G=0.55 G=0.50
Red Oak Mixed Maple Douglas -Fir -Larch
Southern Pine
G=0.49
Douglas -Fir Larch (N)
G=0.46
Douglas -Fir (S)
Hem -Fir (N)
ZII Z_ ZII Z1 ZII Z1
lbs. lbs. lbs. • lbs. lbs. lbs.
Z Z1
lbs. lbs.
1/4
1/2
5/8
3/4
7/8
1
670 380 570 310 530 270
840 430 710 350 660 320
1010 490 860 390 800 360
1180 540 1000 440 930 400
1350 580 1140 480 1060 440
520 270
650 310
780 350
920 390
1050 430
Zit Z1
lbs. lbs.
500 250
620 290
740 330
870 370
990 410
2-1/2
1/4
1/2
5/8
3/4
7/8
1
850 570 780 440 750 390
1270 640 1100 500 1010 440
1580 710 1320 550 1210 490
1850 770 1540 610 1410 540
2110 830 1760 650 1620 590
750 380
990 430
1190 480
1390 520
1590 560
730 350
940 400
1120 450
1310 480
1500 530
3
1/4
1/2
5/8
3/4
7/8
1
850 570 780 500 750 450
1270 750 1170 580 1130 510
1800 830 1560 640 1430 570
2200 900 1830 700 1670 620
2510 970 2090 750 1910 670
750 440
1120 500
1410 550
1650 600
1880 650
730 410
1090 460
1330 510
1550 550
1770 610
3-1/2
1/4
1/2
5/8
3/4
7/8
850 570 780 500 750 470
1270 800 1170 670 1130 580
1800 960 1650 730 1580 650
2420 1040 2120 800 1940 710
2920 1110 2420 850 2210 760
750 460
1120 570
1570 630
1900 680
2180 730
730 450
1090 520
1530 580
1790 630
2050 690
4-1/2
1/4
5/8
3/4
7/8
1
5-1/2
1/4
5/8
3/4
7/8
1270 800 1170 710 1130 660
1800 1090 1650 920 1580 820
2420 1310 2220 , 1010 2130 880
3140 1400 2880 1070 2760 950
1270 800 1170 710 1130 660
1800 1090 1650 950 1580 900
2420 1410 2220 1220 2130 1070
3140 . 1700 2880 1290 2760 1150
1120 660
1570 790
2110 • 850
2740 910
1090 630
1530 730
2050 780
2610 850
1120 660
1570 880
2110 1030
2740 1100
7-1/2
1/4
5/8
3/4
7/8
1
1270 800 1170 710 1130 660
1800 1090 1650 150 1580 900
2420 1410 2220 1240 2130 1160
3140 1760 2880 1540 2760 1460
1120 660
1570 880
2110 1140
2740 1420
1090 630
1530 850
2050 940
2660 1030
1090 630
1530 850
2050 1090
2660 1380
9-1/2
1/4
3/4
7/8
1
1800 1090 1650 950 1580 900
2420 1410 2220 1240 2130 1160
3140 1760 2880 1540 2760 1460
1570 880
2110 1140
2740 1420
11-1/2
1/4
7/8
1
2420 1410 2220 1240 2130 1160
3140 1760 2880 1540 2760 1460
2110 1140
2740 1420
13-1/2
1. Tabulated lateral design values (Z) for bolted connections shall be multiplied by all applicable adjustment factors (see Table 73.1).
2. Tabulated lateral design values (Z) are for "full diameter" bolts (see Reference 6) with a bending yield strength (Fjb) of 45.000 psi.
3. Tabulated lateral design values (Z) are based on a dowel bearing strength (F1) of 58.000 psi for ASTM A36 steel.
1/4
1
3140 1760 2880 1540 2760 1460
2740 1420
1530 850
2050 1090
2660 1380
2050 1090
2660 1380
2660 1380
•
Catalog C-2002 0 Copyright 2001 SIMPSON STRONG -TIE CO. INC.
SIMPSON
Strome1ef
•
The LTP4 Lateral Tie Plate transfers shear forces for top
plate -to -rim joist or blocking connections. Nail holes are spaced to
prevent wood splitting for single and double top plate
applications. May be installed over plywood sheathing.
The A35 anchor's exclusive bending slot allows instant,
accurate field bends for all two- and three-way ties. Balanced,
completely reversible design permits the A35 to secure a great
variety of connections.
MATERIAL: LTP4-20 gauge; all others -18 gauge
FINISH: Galvanized. Some products available in stainless steel
or Z -MAX; see Corrosion -Resistance, page 5.
INSTALLATION: • Use all specified fasteners. See General Notes.
• A34—Use 8-8dx1 W nails.
• A35 and A35F—Use 12-8dx11W nails.
• A35—Use 9-8dx1 W nails for connection types Ai, E, Ci.
• LTP4—Use 12-8dx1 W nails.
CODES: BOCA, ICBO, SBCCI NER-413 and NER-432; ICBG 5670;
City of L.A. RR 25119, RR 25293; Cc/ FL 00-0926.01
(A34. A35, A35F).
LTP4/A34/A7 S/A35F FRAMING
PLATES
ANGLES
Model
No.
Type of
Connection
Direction
of Load
Daug-F1 -Larch/.
• 8°' Pine, _ •';,
ADawable Loads
Spruce -Pine -Fir
Allowable Loads
Floor
(100) •
:Roof .
(125)
Floor
(100)
Roof
(125)
A34
1-11
1
F,
345 365 i 295
315
F2
280 280 240
240
A35
n
I ` I
Al, E
260
320 -.
225
275
C,
170
'170 '
145
145
3
A2
260
320 A,
225
275
C2
260
.315•:;
225
270
D
150
150 5
130
130
F1
"450
450 ..
450
450
4
F2
515
645.;
450
555
A35F
I I
G
500 500 430
430
J
265 265 230
230
H
440 440 380
1 380
LTP4
5
G
515
645
445
555
J
515.
645:
445
555
H
515
645':
445
555
1.Allowab e loads are for one anchor. When ancnors are installed on
each side of the joist. the minimum joist thickness is 3'.
2. Roof loads are 125% of floor loads unless limned by o her criteria.
Floor loads may be adjusted for other load durations according to the
code. provided they do not exceed those in the roof co umn.
3. Some illustrations show connections that could cause cross -grain
tension or bending of the wood during loading if not reinforced sufficiently.
In this case,.mechanical reinforcement should be considered.
4.G direction only: A35F and LTP4 can be installed over 36' plywood
with 8dx11' nails and achieve .72 of the listed load. or over W and
achieve .64 of the listed load. 8d commons will achieve 100% load.
5.A35 installed over 1' foamboard has a load 01170 lbs (100) and
215 lbs (125) in an F, direction of load.
A34
LTP4
A35
A35
Installed
over 1°
foamboard
See note 5.
Beam to Posts
A and B Legs
Outside
Ceiling
Joists
to Beam
Joists
to Beams
Typical
A35F
Installatlo
LTP4 Installed over
0 Plywood Sheathing
Studs to
Plate with
B Leg
Outside
Joists to
Plate with
A Leg
Inside
Chimney Framing
139
WALL CONSTRUCTION 2"X6" ON 16' CENTERS
4'X 10" HEADER OVER ARCHWAY AND BLOCKING AS
REQUIRED FOR SIGN SUPPORT
WALL MOUNT DETAIL
5e, . //' /'
BOLTS THRU 4'X6' BLOCKING IN 2' X 6" STUD WALL
OUGH ANGLE IRON CLIPS BOLTED THROUGH FRAME
IN SIGN
ALL ALUMINUM CAN
W/ STEEL FRAME
EXPOSED NEON
RAISED ALUMINUM
PAN -CHANNEL
LETTERS
L(?JBOLTS THRU 4'X6' BLOCKING IN 2' X 6' STUD WALL
THROUGH ANGLE IRON CLIPS BOLTED THROUGH FRAME
IN SIGN
CONSTRUCTION MATERIALS
& ELECTRICAL TO MEET ALL
U.L. REQUIREMENTS AND
LOCAL ELECTRICAL STADARDS
BLOCKIN
11�f�QL
CODE NO)GRAND CENTRAL CASINO
EXTERIOR WAIL SIG14040 INTERURBAN S.
TUKWILA WA
'''....D CUSTOMER
• 61797 FARGO LANE • BEND OREGON • 97702 •
• 541-389-3729 • FAX • 541-330-0549 • EMAIL. PCS ®BENDCABLECOM
SHEET NO
3�U_
Sc.Qt .� /
■
■
`'
■NT■■■mm■mm■wI,-1111111.111.1.1.11.11.1011111111
arad
1 ' ••��•■a•��■� \CA�1111O_ m��ismm��n
— �r
1 - I11 111 111 - II 11111 1 1 II 111 1 11' ��� n l l i i lili{ililili ililili{i{ililiji{iiilili{il
IANANNAAAMNN INAANNNNNNANMN 11 II 11 II II II 14,44.144444.11.1/161P4d14•141144bFed
MINNEMMINNIM==iii Mil
1
NM
■■
111111
11111
11111
11111
■■
MI
■■
■mw.
/ 1
11111111
1111 1111
iiN111111111M■■Mramai■1_
■111111•1111111111•11111111•MMI1
■■11111M■■■■IIII=ME■1�
Iiimmi ■■•11111
1
1
....141111PAVIMPTILI.
1111■■i _.il - ��-
5fonTo - _
Zi'X72't 0150 23'f /65X ; S`
4-32' X 23' # (Z/(?" z.--
/4512
/f/z fifty roof 736 t 3 73 3,110
•
3, WO •T r4.4. Ar*. -
ror : /10 +(0.02 x34(0 -3m)
us, j. f-.4. a(lo++4. ?me6sa
Silt► I'S 1/%05u -Pt:
•
•
_-.111111.! p1111111!NEI.1111• IN!It®1®I1•E1111111F:111611M1i¢IN,
O
-®;,, * /'-j79�; 'ttlia'a4Sk4ilE-, ♦' 11...1111
rr•.III I1
1!1 1/ �1
NUM fCIcAsuN�5Ti
SCALE: 3/1 6" = 1'-0"
•
LAG BOLT THROUGH
CLIPS TO STUDS IN WALL
ALL ALUMINUM CAN
W/ STEEL FRAME
EXPOSED NEON
RAISED ALUMINUM
PAN -CHANNEL
LETTERS
LAG BOLT THROUGH
CUPS TO STUDS IN WALL
CONSTRUCTION MATERIALS
& ELECTRICAL TO MEET ALL
U.L. REQUIREMENTS AND
LOCAL ELECTRICAL STADARDS
WALL MOUNT DETAIL
P' C .. CNN
PC SIGNS • FAULA CARlSON ;60181 NAVA) O 2OAD,• BEND ORFC)ON •91102 •;,541 38 -3729 • FAX -541 330-0549. EMAIL PCSOBUCCABLE COM CCB4144 k56r.+
• r
r
•
LAC p` DmT966 ►Avema
---- 16
t10P , rutrelt
A /AVM NOz
TeNrihrs
i
i
•
_grovel arkin Burn oa area•
loo. MitLAC
D4 cr
i
steinno
`! MY
cr *w% TO IC
IFSLCCearmA ..
\1
•
RFNhC
QNROMfr LAC aN; ta►e+r LAC
-
Pfrkli (•
a seg
-4 ` l 6•
1u.
` 111
1
TAN MD6.
TO !X 1:154:7d
�jp-O�
1111\,1111,
11111"11 •
tt11,ItlI
\
1 tlttlttttl:
•,tutl+t"
Itt\t Ittt•
,1110111
;111111t111�
`.t111 tltt •
•.11101‘11. 11111/1/
,tltltll i
►11111111 rr
\\t\t1\l' tp
11Itt1t%'
%11111‘m• 1
%tt 1u
1 111 .
1 {l1•
\
_entev Ia+cau
!6s
1011'10 r"r. r
101vTNLro4
?RAN 1X1
02001 t r.►m1YOR"aC,tr>icT
IERRICt
•
•
.
It Grand
Central
Casino
�`t \1l\1111
tt it \lttt`+Ittt
`\11111th
't t\It1111�
1 \ ' 111111,1
• 1 11\1 11,1
111 t111►,tttty
t+t 11111111
1111\1�111�
tt1 ttt
•1 111,'111
t+ 1111 +111
11111,
Y nuIf%
IIIIl11 ;
d � 1111(1
1800 - 136th Pace NE, Suite 100
Bellevue, Wasbingtres 98005
425.747.3177 FAX 425.747.7149
E coil mlarchgiaomediaooen
sed acasm+ea
MQiIiCR I
Cf
o `rrrz
STAN a tASI/4IqI
PROJECT NAME
Nn(: sok '1,4% rs
fILA' /
s414e (6' 6 -,
\
•
•
S� \
R/VERS/D
CAS/NO
•
Tukwila, WA
sag_ /'= yo/
DRAWING TITLE
SITE PLAN
DATE HAY 5 2001
DRAM BY CbG
CHECKED BY