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Permit D03-040 - GOLDEN NUGGET CASINO - SIGN POSTS
GOLDEN NUGGET 14025 INTERURBAN AVENUE SOUTH EXPIRED 10 -8 -03 D03 -040 z � W. 6 JU O 0 W= J 1.- U) U. W0 g '.a I• d I- IA Z= i- 0 Z I- W U 0 O - OH WW H H W z U 2. 0 z Value of Construction: Type of Fire Protection: Type of Construction: doc: Devperrn City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3365900815 Address: 14025 INTERURBAN AV S TUKW Suite No: Tenant: Name: GOLDEN NUGGET CASINO Address: 14025 INTERURBAN AV S, TUKWILA WA Owner: Name: ISZLEY TIMOTHY Address: 319 S 3RD ST, RENT Contact Person: Name: MIKE GEGLIA 1C3C. p 2 ° °3 Address: NEW IMAGE NEON, 6525 S 194 S Contractor: Name: NEW IMAGE NEON, INC Address: 6828 S 194TH ST, KENT WA Contractor License No: NEWIMNI033OP Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: $8,000.00 Public Works Activities: DEVELOPMENT PERMIT Xi" I RE Private: N Private: N ** Continued Next Page ** D03 -040 Permit Number: D03 -040 Issue Date: 02/21/2003 Permit Expires On: 09/24/2003 Phone: Phone: 253 - 395 -3332 Phone: 253 - 395 -3331 Expiration Date: 07/18/2003 COPY DESCRIPTION OF WORK: ADD THREE STEEL SUPPORT POSTS WITH FOOTERS FOR NEW BUILDING FASCIA/SIGN/ (PREVIOUSLY SUBMITTED AND APPROVED SIGN PERMIT) Fees Collected: $257.36 Uniform Building Code Edition: 1997 Occupancy per UBC: 0020 Curb Cut/Access /Sidewalk /CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Public: N Public: N Printed: 04 -03 -2003 .4i."0,44u u"s ierq�t ..fI+ . u,2e3 Permit Center Authorized Signature:��� Date: 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. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 L HcaLsoin 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. D03 -040 Date: y -3-03 Printed: 04 -03 -2003 tid.ka&-0YC:Mitr,F3+ivuH . uswr. /.:ra+Pa Parcel No.: 3365900815 Address: 14025 INTERURBAN AV S TUKW Suite No: Tenant: GOLDEN NUGGET CASINO 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 5: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 6: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 7: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 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: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 tAA C1/144 fen 6 PERMIT CONDITIONS D03 -040 Permit Number: D03 -040 Status: ISSUED Applied Date: 02/03/2003 Issue Date: 02/21/2003 COPY Date: y -0 3 Printed: 04 -03 -2003 '.. .. ,, a r �;"aiea:tiC{ax�ri0'hx • .ii�; }d`'sl' 4 c•., L:vhHr.i +. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3365900815 Permit Number: D03-040 Address: 14025 INTERURBAN AV S TUKW Issue Date: 02/21/2003 Suite No: Permit Expires On: 08/20/2003 Tenant: Name: GOLDEN NUGGET CASINO Address: 14025 INTERURBAN AV S, TUKWILA WA Owner: Name: ISZLEY TIMOTHY Address: 319 S 3RD ST, RENTON WA Contact Person: Name: MIKE GEGLIA Address: NEW IMAGE NEON, 6525 S 194 ST Contractor: Name: NEW IMAGE NEON, INC Address: 6828 S 194TH ST, KENT WA Contractor License No: NEWIMNI033OP DESCRIPTION OF WORK: ADD THREE STEEL SUPPORT POSTS WITH FOOTERS FOR NEW BUILDING FASCIA/SIGN/ (PREVIOUSLY SUBMITTED AND APPROVED SIGN PERMIT) Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm $8,000.00 DEVELOPMENT PERMIT Private: N Private: N ** Continued Next Page ** D03 -040 Phone: Phone: 253 - 395 -3332 Phone: 253 - 395 -3331 Expiration Date: 07/18/2003 Fees Collected: $257.36 Uniform Building Code Edition: 1997 Occupancy per UBC: 0020 Public: N Public: N Printed: 02 -21 -2003 Permit Center Authorized Signature: 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. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance work. I am authorized to sign and obtain this development permit. Signature: 1 Print Name: doc: Devperm City of 'Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D03 -040 Date: Date: a ` ° / — , 7 6-e 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. Printed: 02 -21 -2003 t.,, �:: swt::. e.', k3. :. io ;4x�.+.:ra.a�.v.:. «6:u..;s.;k. ua , :s;:,iswvw«i • ^ Parcel No.: 3365900815 Permit Number: D03-040 Address: 14025 INTERURBAN AV S TUKW Status: ISSUED Suite No: Applied Date: 02/03/2003 Tenant: GOLDEN NUGGET CASINO Issue Date: 02/21/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 5: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 6: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 7: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 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: Print Name: doc: Conditions City of'lukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS D03 -040 Date: c_2 / — Printed: 02 -21 -2003 s,:'tia:Yw«r Site Address: ( 4 02s' (n-{ -C r ur 1 Tenant Name: 6 t CQ( Al tl 5S e t <.-%0-Skrl o Property Owners Name: /A i kE I S7_ Y Mailing Address: 5 AAA Name: !V ` ISLE Ga 6- t 1 A Mailing Address: N C -- 1 nn .At;-F N E o toS 2S s. ii4TA ST- E -Mail Address: r`t v ' fr y I r ?. n 6ts- e— i.e.0 / Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Vpplicalions'pennit application (1.2003) 1/2003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ,Al F W t NSA. ( N Eo N (S - QM- `= Page I Building Permit City Fax Number: O. ex meal Permit No: Public Works Permit No Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** King Co Assessor's Tax No.: (For. iigke usetonly).. Suite Number: Floor: New Tenant: .... Yes Qr.No State Day Telephone: ac 35 -C - 322 Kt` Nvr WA 5 z State State State S Zip Zip 2 S -j5' -3 ?3 2 Zip City Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Zip City Day Telephone: Fax Number: Zip City Day Telephone.: Fax Number: ;ENGINEER OF. 'RECORD` = All plans must be.wet stamped by Engineer of Record :St�glc;:H BUILDING.P.ERMIT:INFORMA ION ;206 = 431 - 3670: Valuation of Project (contractor's bid price): $ 000 • ° ` Existing Building Valuation: $ Scope of Work (please provide detailed information): /AAA (s) S' ( r Li P p o r- t P o f R °- mil` t e - L ( ^rZ�) I o LA)/ -F004 Will there be new rack storage? 0... Yes ie. No If "yes ", see Handout No. Provide All Building Areas in Square Footage. Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, pins any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: for requirements. Compact: Handicap: Will there be a change in use? 0...Yes a.. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers ❑...Automatic Fire Alarm 0...None ❑ .. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 .. Yes ❑...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 1 / paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water .. City of Tukwila Water District 0.. Water District 1 ❑... Highline Water District 0... City of Renton Water District Sewer 0.. City of Tukwila Sewer District 0.. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District [] .. Septic System (lf property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) lapplicationflpennit application (I.2003) 1/2003 Page 2 Existing Interior Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per UBC la` Floor .. . 2' Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING.P.ERMIT:INFORMA ION ;206 = 431 - 3670: Valuation of Project (contractor's bid price): $ 000 • ° ` Existing Building Valuation: $ Scope of Work (please provide detailed information): /AAA (s) S' ( r Li P p o r- t P o f R °- mil` t e - L ( ^rZ�) I o LA)/ -F004 Will there be new rack storage? 0... Yes ie. No If "yes ", see Handout No. Provide All Building Areas in Square Footage. Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, pins any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: for requirements. Compact: Handicap: Will there be a change in use? 0...Yes a.. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers ❑...Automatic Fire Alarm 0...None ❑ .. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 .. Yes ❑...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 1 / paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water .. City of Tukwila Water District 0.. Water District 1 ❑... Highline Water District 0... City of Renton Water District Sewer 0.. City of Tukwila Sewer District 0.. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District [] .. Septic System (lf property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) lapplicationflpennit application (I.2003) 1/2003 Page 2 PUBLIC: .PERMIT, Scope of Work (please provide detailed information): Street Use: ❑ .. Street Use Land Altering and /or Hauling: ❑ .. Land Altering: ❑...Cut Storm Drainage: ❑ .. Storm Drainage ❑...Flood Control Zone Sewer Information: 0 .. City of Tukwila Sewer District ❑ .. Sanitary Side Sewer Water Information: ❑ .. City of Tukwila Water District ❑ .. Water Main Extension ❑ .. Water Meter/Exempt: ❑ .. Water Meter Permanent #: ❑ .. Water Meter Temporary #: ❑ .. Fire Loop/Hydrant (main to vault) #: ❑ .. Miscellaneous: Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: lapplications\pennit application (1 - 2003) 1/2003 ❑...Channelization /Striping F(. 2 Water ... ❑ Sewer ... ❑ Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. cubic yards 0... Fill 0... Curb cut/Access /Sidewalk ❑ .. Val Vue Sewer District ❑...City of Renton Sewer District ❑ .. City of Seattle Sewer District 0.. Sewer Main Extension ❑ .. Private ❑.. Public ❑ .. Water District #125 ❑... Highline Water District ❑...City of Renton Water District ❑ .. Private ❑ ...Public Size(s): ❑ .. Deduct ❑ ... Water Only Size(s): Size(s): ❑ .. Est. Quantity: Size(s): ❑ .. Landscaping Irrigation Page 3 6-433=01 City Sewage Treatment City cubic yards ❑ .. Hauling State Fire Line .... ❑ State gallons t1 Zip Zip .li Day Telephone: Unit Type: Qty . Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind CHANICAL PERMITi-INF,ORMATION 0.. 431367 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ....❑ Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES - =Applicable to all permits 'in;.this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER R AUTHO IZEp Signature: f /GGI�k Print Name: �i= 6-6 /A Mailing Address: A/F. //M4 (.../E t.-) lapplications \permit application (1.2007) 1/2003 CS,SZS,— f • I 1 of � S —, ��=�i , 6u4 qk 0JL Page 4 Day Telephone: Z- .5 - City Date: — 3 — C) State Zip Date Application Accepted: 3.- 3— U3 Date Application Expires: 3 — a3 Staff Initials: } 'a�W�x�kitt4At?F3,i?aQ,'J".�'�Iv' :Paa.fdnrt &`ktiak TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT , W re 2 Parcel No.: 3365900815 Permit Number: D03-040 U O Address: 14025 INTERURBAN AV S TUKW Status: PENDING cn O Suite No: Applied Date: 02/03/2003 w = Applicant: GOLDEN NUGGET CASINO Issue Date: t u_ u_ WO 2 Receipt No.: R03 -00113 Payment Amount: 257.36 g 5 it. Q Initials: KAS Payment Date: 02/03/2003 03:48 PM = User ID: 1684 Balance: $0.00 F— w . Z H I- 0 Z (— Payee: NEW IMAGE NEON LLI • j U O O 5 OF-- Type Method Description Amount = U uj F- — Payment Check 5610 257.36 LL ~O Z Ili U 2. O ~ BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/386.904 aitnOwer 153.25 99.61 4.50 Total: 257.36 ... i„ 02/0 `i f .1.0 TOTAL r.",1 Printed: 02 -03 -2003 Z COMMENTS: E' rin t5 t t • ver Q v\ r c)>roa r - Q � sl 1oo� AT i ? v- ra pp i oveot 7 )<-1-c TkcilAS• Phone No: 963 g95 L°. k'PCA tr e C� I a �Y ,, t vrrA ??Livyk-14- ( ot ,a re)vat I I P •ojec : /C i � wir f sJn(- Type of Insp ction: // , rin t5 � ' Date Called: 1/ Special Instructions: Date Wanted J / /, l p .m Requester: /,;( Phone No: 963 g95 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. • I / INSPECTION RECORD Retain a copy with permit P (20. 431 -3670 c orrections required prior to approval. Inspector. 40 0 � - r '' Date: L-1.-9- a 7) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: rA � P. ojecy: / J. . �C/ �l' / wri C 4' f h17c Type of In pection: 1- -- //)l Address: I . / L /05 _1010-0441, A v s Date Called: _,;7,97 / 3 Special Instructions: 1 ,' / //�j� r/ 171 8 0/ ' I L � K f k( si CA 1C Date Wanted: O� / (a:m. < �O {�� rn� Requester . " 4' irs-ki'7 Ph r 195 -3 • INSPECTION RECORD L/ Retain a copy with permit D3" N O INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 .Approved per applicable codes. COMMENTS: ,4 i4 'A-71;.46 e. t / 7 7 1 / -172 Inspector $47.00 ''4 SPECTION FE paid, at 6300 Southcenter BI Receipt No.: Date: • Corrections required prior to approval. Date: QUIRED. Prior to inspection, fee must be ., Suite 100. Call to schedule reinspection. Pr ect T pe of In pec ion: Urrfri +10)/1 Addr ss: J /U05 Z't/ t�rhij A C Date Called: .-2 - 2l - GC 3 t Special Instructions: (7 fk r cAC.c n C.1'7 Date Want d: a.m. Requester: U� i..-.1 Phone Phone N 7 ^ / 3 G/1 — 705 ^ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: R 'v' O1 r vPGI D143,ri pproved per applicable codes. Inspector- -1 A l El Corrections required prior to approval. Pog- Date:. J:72 L1 + © $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. °I.1 M■r • Imo CD 02/14/2003 11:29 RUPERT ENGINEERING, INC. 1519 WEST VALLEY HIGHWAY NORTH, SUITE 101 P.O. BOX 836 AUBURN, WASHINGTON 98071 To: RE: Message: 2539392168 Mike Geglia Company: New Image Sign FAX #: 253- 3954332 cc: 253 - 833 -7776 253- 939 -2168 - FAX ruperteng@aol.com - E -MAIL FAX TRANSMISSION You should receive 4 page(s), including this one. If you do not receive all pages, please call 253 -833 -7776 Golden Nugget Casino Sign Alternate Footing Sizes Original Calculation Footing Size m 2.5'x2.6'x5.6' Attached Alternate Sizes Possible Solution ? ? Fourth Column, le, columns @ 8' -0" Mc vs 12'4" Mc then TS 4x4x114 with footing 3.0'x3.0'x4.5' will work RUPERTENG PAGE 01 From: JB Rupert, PE Date: 14 Feb 2003 3.0'x3.0'x5.24' 3.5'x3.5'x4.95' 4.0 X03 - 6 �(D 02/14/2003 10:43 2539392168 ROLD@FR Engin CONSULTING ENGINEERS /CIVIL .AND S1 PUCTURAL 1519 Wc.st Valley Highway North / Siiito.101 Post Office Box 636/Auburn, WA 980'1 2.53.83.7776 Fnx 2b3.939 -2168 • email: nupArtengOaol.corn e RUPERTENG ut[rog 'D©0 PAGE 02 STRUCTURAL DESIGN CALCULATIONS • FILE COPY CITY OF TtriCW'IL APPROVED FREESTANDING SIGN ELEMENT at GOLDEN NUGGET CASINO 14025 Interurban Avenue South Tukwila, WA for . NEW IMAGE CREATIVE SIGN . • 6525 South 194h Street Kent, WA 98032 February 2003 • • REI Job.No. 03022 FEB 2 1 2003 !S Fd�1 44G. NVITCM • f E(;EIVED art CF niKWILA FEB .1 8 2003 PERfI"i (;ENTER • INCOMP ETE LTR# D03'0µ0 JIt- �: \tNr+M Wrl+cw:s.a'i..t' { ITJi+ .i�,�uSiv�f�l2�w3.�w.f..3aly!i: RUPERT ENGINEERING DESIGN SIGN COLUMN AND FOOTING LOADS CODE MATERIALS CALCULATIONS CONSULTING ENGINEERSICNA. AND STRUCTURAL 1519 West Valley Highway Norttl/SUile 101 /Auburn. WA 88001 Post Office Box 636 /Aubum.WA 98071 253.633.7776 Fax 253 - 939.2168 o : ,r4i4.0 4, if/.62... • ��� f i I t i , ; i 7 i , t j I, ! /vim I j / • • I I . ::Uo ..... / - 9 ... 7 . Sd "7,86/.- 'Pm LyS /s "' wt 1 • %. V I 1 1 i .I��1 « «, I f! I I E ! I i i' ! i 1 I I • • Goth. irt_ ��..•.� • • • Q' ' • i <<...: .(0 , e4 . CO�J�W T 4)4e-f s� -5 ) u4 z 4,"x: 5 j CI. N . . . JOB 0 3o 46x0J /fir, 4 SHEET NO. _ OF CALCULATED BY DATE CHECKED BY DATE SCALE • I. • . n ••••• F I• •• • II •• • •• •• •• . •• •• . •• •• . r. . at .. I. .. . I. n • 10 •• .. 1 1 • ,. • 1 t i I • I j ; I • . • q i ; • / • I • • PAGE 03 A .1 II II 11 ot 4 • AI II I I n I t. t. . G • •I • • • • ; • • • 1�9x4x�c.' =1 (z) 4m. Inei • (o r►xa ' • A 02/14/2003 10:43 2539392168 RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auburn, WA 95001 PROJECT NAME: Golden Nugget Casino Tukwila, WA RUPERTENG SCOPE OF WORK: Z =H z Determine the column and footing requirements for the sign subject to static wind loading per the �re w 1997 Uniform Building Code. J All sign material and connections to column by others. U co a 0 u) iii J = H DESIGN CRITERIA: w O Basic Wind Speed: 50 MPH UBC 1616, 1818 g Q Exposure Category: C UBC 1616, 1619 co a Pressure Coefficient: Cq = 1.4 UBC TABLE 16-H ▪ w Wind Importance Factor: Iw = 1.0 UBC TABLE 16 -K z H Total Height of Sign: 13.50 feet to top z 0 w • w D c O • N O 1- ww F - Ili Z P _ O r'" DESIGN LOADS: Wind Stagnation Pressure: qs = 16.4 psf UBC TABLE 16 -F Combined Height, Exposure, and Gust Factor(s): UBC TABLE 16 -G O' -15': Ce= 1.06 Design Wind Pressures: P = Ce x Cq x qs x Iw UBC 1620 (20 -1) O' -15': P 24.34 psf PAGE 04 Job No. 03022 14 -Feb -03 z 02/14/2003 10:43 2539392168 RUPERTENG RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auburn, WA 96001 Sign Data: TOP SIGN LOWER SIGN Shape of Sign: Rectangle None Height = 5.00 feet 0.00 feet Width = 12.00 feet 0.00 feet Centroid of Sign = 11,0 feet 0.00 feet Sign Area = 60.0 feet "2 0.0 feet "2 Average Wind Pressure = 24.34 psf 0.00 psf Wind Force = 1460 lbs 0 lbs Overturning Moment = 16063 lb-ft 0 lb-ft Column Data: Number of Columns: 1 Column Type (TS or Pipe): TS Section Size: 4X4X5\16 Column Width = 4.0 inches Shape Factor = 1.00 Horizontal Projection = 4.0 inches Centroid of Column = 4.3 feet Total Column Area = 2.8 feet "2 Average Wind Pressure = 24.34 psf Wind Force = 69 lbs Overturning Moment = 293 lb-ft TOTAL OVERTURNING MOMENT = 16356 lb-ft TOTAL WIND FORCE = 1529 lbs HEIGHT OF RESULTANT FORCE = 10.70 feet STEEL COLUMN DESIGN: UBC TABLE 16 -H, footnote 8 PAGE 05 Job No. 03022 14 -Feb -03 AISC Section: TS 4X4X5 \16 ASTM A 500, Grade B, Fy = 46 ksi E = 29000 ksi 1= 9.6 in"4 S = 4.79 inn Fb = .66•Fy "1.33 = 40.48 ksi M(base) = 16356 lb-ft fb = MIS = 40.98 ksi > 40.48 ksi NO GOOC Deflection at Top = 4.08 Inches Deflection Ratio = Height / 40 z s~ w J U 00 N co Ili J = I- • 0 u-¢ I �. z = z1- w o . 0 O N O H w W u. O z w U= O• z 02/14/2003 10:43 2539392168 RUPERT ENGINEERING, INC. 1919 West Valley Highway North, Auburn, WA 98001 FOUNDATION DESIGN: Lateral Bearing Pressure = 150 psf / foot RUPERTENG PAGE 06 Job No. 03022 14 -Feb -03 z Allowable lateral bearing pressure for signs due to short -term lateral loads may be doubled 1 z per UBC TABLE 184-A, footnote 3: re w 2 S1allowable = 2 x LBP = 300 psf / foot 0 O ,0 co w Equations per UBC 1806.8.2.1, Nonconstrained at the Surface: -I H O d= A/2(1 +(1 +4.36xh/A) ".5) UBC 1806(6 -1) g � where: g5 A= 2.34xP/(S1 xb) N P = 1529 Ibs I w h = 10.70 feet z H S1= Sx(d /3) 1-O b = diameter of round footing or diagonal dimension of square footing U� ON Shape of Footing: Square ° 1- w Width = 2.50 feet H 0 2.50 u- 0 O b = 3.54 feet w z Iteration 1: S1= 999.00 A= 1.01 d= 3.98 feet O F- z Iteration 2: S1= 397.65 A= 2.55 d= 6.87 feet Iteration 3; S1= 685.98 A= 1.48 d= 4,95 feet Iteration 4: S1= 494.53 A= 2.05 d= 6.01 feet Iteration 5: S1= 600.80 A= 1.68 d= 5.35 feet Iteration 6: 51= 534.80 A= 1.89 d= 5.74 feet Iteration 7: S1= 573.21 A= 1.77 d= 5.51 feet Iteration 8: S1= 549.95 A= 1.84 d= 5.64 feet Iteration 9: S1= 563.71 A= 1.80 d= 5.56 feet Iteration 10: 51= 555.46 A= 1.82 Footing Depth (d) = 5.61 feet 02/14/2003 10:43 2539392168 00700 GENERAL CONDITIONS RUPERTENG STRUCTURAL NOTES For Golden Nugget Casino Tukwila, Washington All materials and construction shall conform to the drawings, these notes, and any specifications for this project. During the construction period, the Contractor shall be responsible for the safety of the construction project, including all excavation procedures. The Contractor shall provide adequate lagging, shoring, bracing, guys and protection of adjacent property, structures, streets, and utilities in accordance with all national, state, and local safety ordinances. All information shown on the drawings relative to existing conditions is given as the best present knowledge, but without guarantee of accuracy. Where actual conditions conflict with the drawings they shall be reported to the Engineer so that the proper revisions may be made. Modification of design drawing details shall not be made without written approval of the Engineer. Provide vertical support and lateral bracing for electrical and mechanical equipment per the applicable code requirements. PAGE 07 02/14/2003 10 :43 2539392168 RUPERTENG 01412 BUILDING CODES Uniform Building Code (UBC) 1997 Edition. z Washington State Building Code m z (Washington Administrative Code (WAC) Chapter 51 -30) re ILI U O 01415 DESIGN LOADS AND CRITERIA ° w WIND: N o Basic Wind Speed: 80 mph W 0 Exposure: C Importance Factor (1w): 1.0 � W d I SEISMIC: 1-. I Seismic Zone: Zone 3 o Soil Profile Type: Sd z I UJ Response Modification Factor (R): 3.6 2 D Importance Factor (I): 1.0 0 o i- Ui FOUNDATION: " O Allowable Soil Bearing Capacity (DL +LL): 1,500 PSF Ili z Soil Passive Pressure: 150 PCF I Soil Coefficient Of Friction: 0.35 O z Soil Weight: 120 PCF 01455 TESTING AND INSPECTION DIVISION 1 - GENERAL REQUIREMENTS All special inspection and testing shall comply with UBC Sections 1701, 1703, 1704, other applicable building code sections and are in addition to the inspections made by the Building Official under Section 108. DIVISION 2 - SITEWORK 02315 EXCAVATION AND FILL All footings shall bear on undisturbed ground or structural fill and shall be a minimum of 18 inches below grade unless noted. Foundation excavations shall be examined and approved by the Building Official prior to the placement of any reinforcing steel or concrete. PAGE 0B 02/14/2003 10:43 2539392168 Material specifications, unless Structural shapes: Bars and plates: Pipe: Structural tubing /HSS: Bolts: Nuts: Washers: Filler metal: RUPERTENG 03300 CAST -IN -PLACE CONCRETE All cast -in -place concrete shall meet the following requirements: Quality of concrete shall be determined by UBC Section 1905. Minimum 28 day compressive strength shall be 2,500 PSI unless noted otherwise. Use 5 -1/2 94 LB sacks per yard of Type I cement with 6.6 gallons of water per sack of cement. Slump shall be 4 inches plus or minus 1 inch. All methods and materials per UBC Chapter 19. DIVISION 5 - METALS 05120 STRUCTURAL STEEL Materials, fabrication and erection of structural steel shall conform to UBC Chapter 22, UBC Standard 22 -1, and the AISC 1989 Specification for Structural Steel Buildings. Paint all structural steel exposed to weather unless noted otherwise on drawings. noted otherwise: ASTM A 36 ASTM A 36 ASTM A 53, Grade B, Standard Weight ASTM A 500, Grade B ASTM A 307 ASTM A 563 ASTM F 436 E70XX Substitution of other materials requires approval of the Engineer. PAGE 09 ".7 Structural Engineering Calculations for: Golden Nugget 14025 Interurban Ave. Tuckwilla, Wa. 98168 Column supported signband section FILE COPY Index Title 1 Specifications 2 Wind Loads 3 Steel Column 4 Footing 5 1 . ciTY OF VOILA APPROVED FEB 2 1 2003 1/30/2003 12:51 PM X03 -040 RECEIVED CITY OF TUKWILA FEB - 3 2003 PERMIT CENTER Steel... Project: Golden Nugget Descript: Column supported signband section SPECIFICATIONS Design and fabrication according to AISC -ASD, 9th edition. Plate, angle, channel, tee and wide flange: ASTM A36. Round pipe: ASTM A53 Grade B or equivalent. Square and rectangular tube: ASTM A500 Grade B. High strength bolts: ASTM A325, bearing type connections (snug tight). Machine bolts: ASTM A307. Anchor bolts or threaded rod: • ASTM A36. Steel for reinforced concrete: Grade 60. Welding... Design and fabrication according to AWS D1.1. AWS certification required for all structural welders. E70XX electrodes for SMAW processes. F7X -EXXX electrodes for SAW processes. Concrete... Design and construction according to ACI 318 -89, revised 1992. Compressive strength at 28 days, fc= 2,500 psi minimum. Concrete poured into constrained earth excavations must cure under proper conditions for 4 days prior to sign box installation. ( Exception: if the overall height of the sign is less than 20 feet and the sign pole is adequately braced against wind loads for a minimum of 4 days, the box may be installed the same day as the as the footing is poured. ) For pier and caisson footings, concrete must be poured against undisturbed earth. Maintain a minimum 3" concrete cover over all embeded steel. 1/30/2003 12:51 PM Project: Golden Nugget Descript: Column supported signband section Ref: Uniform Building Code 1994 WIND LOADS Basic Wind Speed= 80 mph, UBC figure 16 -1 Exposure= C flat terrain, generally open for 1/2 mile. Cg= 1.4 signs, flagpoles and lightpoles, UBC table 16 -H Calculation of Design Wind Pressures Height (ft): (qs) (Ce) (Cq) = Wind Pressure 15 16.4 1.06 1.4 24.3 psf 20 16.4 1.13 1.4 25.9 psf 25 16.4 1.19 1.4 27.3 psf 30 16.4 1.23 1.4 28.2 psf 40 16.4 1.31 1.4 30.0 psf 60 16.4 1.43 1.4 32.8 psf 80 16.4 1.53 1.4 35.1 psf 100 16.4 1.61 1.4 36.9 psf 120 16.4 1.67 ' 1.4 38.3 psf 160 16.4 1.79 1.4 41.1 psf 200 16.4 1.87 1.4 42.9 psf 300 16.4 2.05 1.4 47.0 psf 400 16.4 2.19 1.4 50.2 psf Seismic Load Comparison Seismic Zone= 3 UBC figure 16 -2 Z= 0.3 I= 1.0 standard structures Cp= 2.0 UBC table 16 -P, signs Wp= 15.0 psf, typical sign box with structure Fp= (Z)(i)(Cp)(Wp)= 9.0 psf 1/30/2003 12:51 PM STEEL COLUMN DESIGN Project: Golden Nugget Descript: Column supported signband section Ref: Manual of Steel Construction, AISC 9th Edition Areas Subject to Wind Forces Height Width Area Centroid Wind Description (ft) (ft) (sqft) (ft) (psf) 1) Signband 5.00 27.00 135.00 11.0 24.3 2) 3) 4) 5) 6) 7 ) 8) Calculation of Design Forces at Critical Heights y (ft) M (#') V (#) y (ft) M(#) V (#) grade 36,106 3,282 15.00 15.00 15.00 15.00 15.00 Column Support Design Table It of Column Column Length Start End Sleeve S act fb Cols Type Size Elev Elev Depth (P, TS) (ft) (ft) (ft) (in) (in ^3) (ksi) 3 TS 4XX.25 19.40 -4.40 15.00 N/A 4.11 35.1 FALSE 15.00 15.00 FALSE t #DIV /0! FALSE 15.00 15.00 FALSE #D1V /0! FALSE 15.00 15.00 FALSE #DtV /0! FALSE 15.00 15.00 FALSE 4tDIV /0! FALSE 15.00 15.00 FALSE #DIV /0! Allowable Bending Stresses Column Column Criteria Stress increase factor= 1.33 Type Size TS 4XX.25 b/t <190 /sgr(Fy) so... Fb= 0.66Fy 40.4 ksi FALSE help #N /A so... Fb= #N /A #N /A ksi FALSE help #N /A so... Fb= #N /A IMN /A ksi FALSE help #NIA so... Fb= #N /A aN /A ksi FALSE help #N /A so... Fb= #N /A i.EN /A ksi FALSE help #N /A so... Fb= #N /A # #N /A ksi 1/30/2003 12:51 PM z ~ z r4 2 UO N u_ W u. = W 1- _ z � z° 0 O • N W • u i H LO ..z W O 1- z LATERAL BEARING PIER AND CAISSON FOOTINGS Project: FOR EDUCATION ONLY; NOT TO BE USED FOR COMMERCIAL WORK. Descript: Column supported signband section Ref: Uniform Building Code 1994 (Sec. 1806.7) # Footings= 3 Pass lat soil res, q= 200 psf Width, W= Length, L= Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= 81= (2) (q) (D /3)= b= Sgrt(W ^2 + L ^2)= A= (2.34)(P) / (S1)(b)= Diameter, b= Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= S1= (q)(2)(D /3)= A= (2.34 P) / (S1)(b)= Allowable Bearing Pressure= Square Sign Wt= 1,260 lb Base Wt= 4,162 lb Area= 6.3 sq ft q max t367 psf, soil OK, with depth increase Rectangular Pier Round Caisson Foundation Bearing Check Concrete Volume Outside Width of Column= 4 Depth of Column in Footing= 4.4 Volume of Concrete per Footing= 1.0 Total Order Volume of Concrete= 3.0 Moment /Footing, M= Composite Centroid, h= Equiv Concentrated Load, P= M /h= 2.5 ft, parallel to sign face 2.5 ft, perpendicular to sign face 4.4 ft 604 psf 3.5 ft 1.2 ft, round augered hole ft , psf 1,330 psf, 1994 UBC table 18 -1 -A, at grade Round Sign Wt= Base Wt= Area= q max= in ft cubic yards ( + -) cubic yards ( + -) 0 0.0 1lDIV /0! #DIV /0! 12,035 lb -ft 11.00 ft 1,094 lb lb lb sq ft psf,soil 1/30/2003 12:51 PM .. i.5:':s w.. seta:i•�,.•....... cod :::y:,iaw:;+.::.�i:f.:�,a:Y,•� September 3, 2003 Mike Geglia 6525 S 194th Street Kent, WA 98032 RE: Permit Application No. D03 -040 14025 Interurban Ave South Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to October 6, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, City of Tukwila Department of Community Development Steve Lancaster, Director • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. sfisc.Glti ✓ ��?�y� L ,, Stefania Spencer Permit Technician Xc: Permit File No. D03 -040 Bob Benedlcto, Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 February 10, 2003 Mr. Mike Geglia New Image Neon 6525 South 194 Street Kent, WA 98032 RE: Letter of Incomplete Application #1 Development Permit Application Number D03 -040 Golden Nugget —14025 Interurban Avenue South Dear Mike: City of Tukwila Department of Community Development Steve Lancaster, Director This letter is to inform you that your application received at the City of Tukwila Permit Center on February 3, 2003, is determined to be incomplete. Before your application can begin the plan review process the following items need to be addressed: Building Department: Ken Nelsen at (206) 431 -3670, if you have questions concerning the following: 1. Engineering calculations must be stamped by a licensed Washington State Engineer. 2. Calculations must use 1997 Edition of the Uniform Building Code. 3.. Calculations page 5 is noted for a different project (lateral pier & footing) ? Planning Department: Minnie Dhaliwal at (20()431 -3685, if you have questions concerning the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician end File: Permit File No. D03 -033 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 z ;i-- w � QQ 6 -J C.) 00 to co w J = U w wO 2 L Q cn = w z = � 0 w ~ • w U � O C S a '- W W u O .. w • I 0 z ACTIVITY NUMBER: PROJECT NAME: Original Plan Submittal D03 -040 DATE: 02 -18 -03 Golden Nugget Casino SITE ADDRESS: 14025 Interurban Av S X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: 44 G Z - 2 0 -03 Buil Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28.02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Fl Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: MD A-P 2 -Zo-03 Planning Division Permit Coordinator DUE DATE: 03 -20-03 Not Approved (attach comments) DUE DATE: 02-20 -03 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route R Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D03 - 040 PROJECT NAME: Golden Nugget SITE ADDRESS: 14025 Interurban Av S I Original Plan Submittal DATE: 02 -03 -03 Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: , g Complete n Approved C Notation: Documents/routing slip.doc 2 -28.02 Public Works tn a445 TUES /THURS ROUTING: APPROVALS OR CORRECTIONS: PLAN REVIEW /ROUTING SLIP '3 to /4 [ Fire Prevention u Structural n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Please Route n Structural Review Required n REVIEWER'S INITIALS: Planning Division Permit Coordinator No further Review Required itt DUE DATE: 02-04 -03 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: o2 -0- °3 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping PW ❑ Staff Initials: n REVIEWER'S INITIALS: DATE: DUE DATE: 03-04 -03 Approved with Conditions n Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2 / 2 •- 0.3'' ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # _ ❑ Revision # after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: D03 -040 Project Name: GOLDEN NUGGET CASINO Project Address: 14025 Interurban Avenue South Contact Person: Mike Geglia Phone Number o2SY Summary of Revision: 79.1 a , epr • jAiz c' /7 6c)e.. ll LS do7'c. �c A ` e X ✓� • D 1) ��n J / ei 7 , l w✓L S 7 17 • -.'e. ) Sheet Number(s): (','t /e7 / ,A4 "Cloud" or highlight all ardas of revision including date of revision Received at the City of Tukwila Permit Center by: t ca m Er Entered in Sierra on - / K ;=HECEIVIi) CITY OF TUKWILA FEB 1 8 2003 PERMIT CENTER 02/10/03 1(25- I1S2 -I)00 18N97) State of Washington DEPARTMENT OF LABOR & INDUSTRIES PO BOX 44450 OLYMPIA WA 98504 -4450 NEW IMAGE NEON INC 6525 S 194TH ST KENT WA 98032 -1173 thrall 2i•2!,r..$A tai Detach And Display Cerlil Bate NEW IMAGE NEON INC 6525 S 194TH ST KENT' WA 98032 -1173 REGISTERED AS PROVIDED BY LAW AS CONST' .CONT GENERAL C01 .NEWLMNI03 47/18/003 EFFECTIVE - DATE '09/17/1997 NEW IMAGE NEON INC 6525 S 194TH ST KENT WA 98032 -1173 i E G ISTERED AS PROVIDED BY LAW AS R CONST CONT GENERAL REGIST.. # EXP. DATE CCO1 NEWIMNI0330P 07/18/2003 EFFECTIVE DATE 09/17/1997 Signature Issued by DEI'/ \R'I.'MCiN'I' OF LAI30R AND INDUSTRIES OL? ftlIF , WA. iitlt1i1 11 III I1 1I III11 1111I till 1 111t111111111111111 till 1111111 111;S'1' (;LASS IV! A11, IIS !'OS'l'A( I? i'A31) 81 ;\2Ilim, „F ? ,.'24. t'E1ZMI'(' N() 311. Detach And Display Certil'icalc DEPARTMENT OF LABOR AND INDUSTRIES • 1:625-(152-000 :(8/97) Please Remove And Sian Identification Card Before Placing In Billfold ......;.;. u. i:: Y' t. :.; 4�,`: io:.: a:: Wi.. uiiww/ iit4; iwli.` i' ��+ C�v' J, 3.. �L. I: a: �. R�: r; d:::: iuyt .e.i'.4.aw`:G.:.u:1.E:suiai• w.::ur,[uaw�,_ :Sw,t- File: DO3 -0040 35mm Drawing #1 -2 III I I III III III I .�I�. �,1 �I� I I III III Ii l. l.�l lII ,.FH I I III III III III III Inch I I ins 1 A STCO� • • . Since j872 '� 51 1 E6 ZI b6 Ol 6 8 L 9 9 g Z . w� II IIHIIIII illilti iIIIliti iIIIliiilllllllllllliiiihllllllidiiillll ELEVATION Scale 1/8 " =1' -0" SIGN Entrance /Exit Casino Entrance Fascia Band Approx. 80' Awning (by others) Interurban Ave. S. 3 ea, column supports 4 "X4 "X1 /4" ASTM A600 Grade B Square tube Steel 3 ea. 2'6 "x 2' 6 "x4'6 "deep Rectangular concrete piers Parking Area (Appr . . 90 spaces) 4 —SIGN i Entrance /Exit 4 ea. Per `> supportcolumn ' 1/2"A36 steel bolts to attach cabinets I IIIII1IIIIIIIII III 3I I III I.I. LI II I�L ICI III Ijl III ICI III II Inch 1/16 its 4I 5I I 6 I • E TCOrr® Since1872'" 5I t I. EL Z6 66 o 6 I I• wo III I IIIIIIIIIIII III I llllIlilll lIIl�l I II9 IIII�IIIII5 IIII�IIIIIIIII�IIIII£ IIII�IIIIIZ IIII�IIIIIIIII�IIIII E COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violdtioh of any adopted code or Ordinance, Receipt of con - tractor' copy cif dppfvvdd plans acknowledged. Column Supported Signband Section 011 (W AVOW WOO ILphi 03 Site Plan NTS ‘11, SEPARATE PERMIT REQUIRED FOR: ❑ MECHANICAL gEI.ECTRICAL ❑ PLUMBING ❑ GAS PIPING CITY OF TUKWILA BUILDING DIVISION INCOMP ETE !TR# D03 elm ek ni0 CM;'� 'a '4 ES SHALL l E MADE TO -, O OF WORK " ITHOUT PRIOR VAL OF TUKWILA BUILDING DIVISION. P :Mk WILL REQUIRE A NEW PLAN SUBMITTAL, 2 N. ' INCLUDE AMMONAL PLAN I FEES., RECEIVED CITY OF TUKWILA FEB 1 8 2003 PERMIT CENTER 6525 South 194th St Kent, WA 98032 voice 253.395.3331 fax 253.395.3332 info@newimageneon.com DESIGN INFORMATION WALL SIGNS & NEON Golden Nugget Casino CLIENT 13985 Interurban Ave. S. ADDRES Tukwila, WA CITY, STATE, ZIF' GddenNugget Tukwila - BLDG SITE PLAN PILE NANAE- MG DESIGNE:r) Warren Wissmer SALES PE RsciN' DESIGN NUPdiBER; JOB NUMBER: 2/13/03 D.A.TE STiCTEC REVISIGN DATE: REVISION DESC:RIPTIOI'J: CLIENT SIGNATURE: DATE: COLOR APPROVAL: DATE: LANDLORD SIGNATURE: DATE: BIM this dedgn Is property of New Image Neon Inc. of Kent, WA It Is not to be reproduced or displayed In any fashion without written consent of New Image Neon Inc, this concept Is . copywrlte protected under 'awe, Veiw of supports and foundations from West elevation Location of supports WEST ELEVATION Scale 1 /8 " =1' -0" NORTH ELEVATION Scale 1 /8 " =1' -0" 3 ea. column supports 4" X 4" X 1/4" ASTM MOO Grade B Square tube Steel 3 ea. 2'6 "x2'6 "x4'5 "deep Rectangular concrete piers Column Supported Signband Section Details EXPIRED 4 ea. Per supportColumn 1/2"A36 steel bolts to attach cabinets OCT 0 2003 4" X 4" X 1/4" ASTM MOO Grade B Square tube Steel pRO FEB 2 1 20Q3 p(:3 *J1 %" Bolts Top View Anchoring Detail Side View 1" Bolts 4 "CtoC spaced 44" to center of cabinet D 03� oO 6525 South 194th St Kent, WA 98032 voice 253.395,3331 fax 253,395,3332 Info @newlmageneon .com Golden Nugget Casino Golden Nugget Casino CLIENT 14025 Interurban A ve, ADDRESS Tukwila, WA 98168 CITY, STATE, ZIP GN Casino T ukwilla 2 , fh 10 lAi,li Mark Mahan Don Johnston PE RSON MM - 2439 DESIGN NUMBER JOB NUMBER 08 - 05 - 02 DATE STARTED 08 - 28 - 02 REVISION DATE REVISION DESCRIPTION 1 "x4"X1/4" Channel Inside slgnband RECEIVED CITY OF TUKWILA FEB - 3 2003 PERMIT CENTER CLIENT SIGNATURE: COLOR APPROVAL: DATE: DATE: LANDLORD SIGNATURE: DATE: This design Is property of New Image Neon Inc. of Kent, WA It Is not to be reproduced at displayed In any fashion without written corisent'Of New Image Neon Inc . This concept copywrite protected under Ice*.