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HomeMy WebLinkAboutPermit 1023 - Old National Bank - BuildingThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. 1023 Old National Bank 18035 Sperry Drive RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. 2,3 DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. ADDRESS Spokane PHONE 774 -6444 NAME OF BUILDER Vern Johnson & Son, Inc. STATE LICENSE NO. SALES TAX NO. C- 328 -44004 ADDRESS No. 601 Cedar Spokane 99201 PHONE (509) 327 -9896 INSPECTION RECORD FOOTINGS BUILDING PERMIT VOID IF WORK IS NOT COMMENCED IN 120 DAYS September 2R� 1976 ESTIMATED VALUE COMPLETED WORK $ 500,000.00 FOUNDATION PERMIT FEE $ 887.00 FRAMING PLAN CHECK FEE $ 576.55 LATE PERMIT FEE $ TOTAL FEE $ 1,463.55 GROUP OCCUPANCY F 2 OF CONST. II N DATE ISSUED FIRE ZONE 2 USE ZONE M 2 EXPIRATION DATE FINAL FIRESPRINKLERS REQUIRED MAX. OCC. LOAD 202 El Yes 111 No LOT LOCATION OF WORK / NUMBER & STREET OWNER DESCRIPTION OF WORK: 18035 Sperry Drive BLOCK SUBDIVISION Old National Bank Tilt -up Conc w /h.t. roof 20,250 Sq. Ft. CALL FOR INSPECTION BEFORE WORK IS CONCEALED OR POURING CONCRETE PHONE 242-2177 FINAL INSPECTION BEFORE OCCUPANCY CITY OF('1KWILA BUILDING DEPARTED 7NT 6230 Southcenter Blvd. Tukwila, Washington 98067 Phone: (206) 242 -2177 THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES. APPLICANT Warre LaFon, Archite B Y ( /4i' l4 SUBJECT TO COMPLIANCE WITH THE ORDINAN'@ES -erfHE CITY OF TUKWILA AND INFORMATION FILED HEREWITH, THIS PERMIT IS GRANTED. BUILDING DIRECTOR BY /12.0L-tz L✓ PERMIT NUMBER No 1023 DDRESS /' /� _ , �A44 • r PHONE 77 rim'` AME OF BUILDER I , i�iii 7 ""' ` A C \, � iii it ./ /Gf/I1, � '2'1‹.. .? STATE LICENSE NO. SALES TAX NO. ' 3,2"S •• 44 90 C D DRESS tt ) 7 , 0 , 6 o / CL-'- L.4e. - 99 )-o/ ESTIMATED COMPLETED PH NE soV 3 )- 7 - .`-r G VALUE /�y�� Oa WORK $/ RECEIVED Public Works Dept. City of Tukwila AUG 1 T 1976 APPLI CATION FOR BUILDING PERMIT 8/� iI• PE R MIT FEE $ 7 , o v PLAN CHECK FEE 5 ' l / . 55 LATE PERMIT FEE $ TOTAL FEE $ I 46 3 A 3-5- OCCUPANCY GROUP r 2- TYPE OF CONST. N DATE TO AY FIRE ZONE USE ZONE, 44 A. FIRE SPRINKLERS REQUIRED MAX. OCC. LOAD O DitYos U No — – DCATION OF WORK / NUMBER & STREET DT BLOCK NAMF OF TENANT' CITY OF TU 'ILA BCILCI N3 DEPARTAIENT 48035 R'g'%( SUBDIVISION 6230 Southcenter Blvd. Tukwila, Washington 98067 Phone: (206) 242 -2177 WNER 6 1.43 A/4770 N 4 - s w k. W . 4/,2? ESCRIPTION OF WORK: -VI? -''f Co ic. w 1. i <tatrir . / 5 .5 G? FT NATURE OF BUSINESS: THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT•OF -WAY OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES. APPLICANT BY ahlAted,._ i RICHAL EMITS (94 ASSOCIATES, INC. CONSULTING ENGINEERS August 31, 1976 The City of Tukwila Department of Public Works 6230 Southcenter Blvd. Tukwila, Washington 98067, Attention: Al Pieper Building Inspector Reference: Gentlemen: Plan Review No. 76 -S -10 B. Richal Smith, P.E. Structural Engineer TP /cb cc: Warren La Fon, Architect 802 COLMAN BUILDING SEATTLE, WASHINGTON 08104 Tsnsraoxa (208) 824 -8180 Public Wor s Drpt. City of 'Tukwila SEP i ISM We have received plans for the proposed Old National Bank Service Center and have reviewed them for compliance with the Uniform Building Code. We•have'the comments: 1. Provide a clear space at least 24" in height under at least one lavatory in each restroom. 2. Exit doors shall conform to Section 3303 (c). 3. Provide exit signs in conformance with Section 3312 (b). Construction of corridors shall conform to Section 3304 (g). Structural design shall be in accordance with 1973 U.B.C. Where panel height /thickness ratio exceeds 25 for bearing walls, walls shall conform'to Section 2610 (q). call if you have any questions. Sincerely, Al Pieper Building Department City of Tukwila Dear Al: In reviewing the above mentioned project plans, please note the following items: 1. Per UFC Sec. 10.104(b), "All doors in or lead- ing to exits shall be maintained openable from the inside without the use of a key or any special knowledge or effort at all times when . the building or area served thereby is occupied ". 2. All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, then by the Tukwila Fire Dept. No work shall commence without approved drawings. Maintain sprinkler protection for all enclosed areas. 3. Hose stations are required per City Ordinance #730. 4. Fire extinguisher type, quantity, and placement shall be per NFPA #10. 5. Protective guard posts or curbs are required around all gas meters, electrical vaults, sprinkler valves and hydrants. 6. I strongly suggest that floor drains be installed in the computer room and other areas of high - value. This will help to minimize damage from water build- up in the event of a sprinkler water -flow or other accidental water discharge. Requirements for underground gasoline tanks and dispensers are attached. Please include these comments in your review of the above mentioned project. JH:vma /cc:TFD.file FIRE DEPARTMENT CITY of TUKWILA 444 ANDOVER PARK EAST TUKWILA, WASHINGTON 98188 TELEPHONE: (206) 244 -7221 Fire Prevention Bureau August 25, 1976 Re: Old National Bank Service Center Yours very truly, f }— James Hoel, Fire Marshal 444 ANDOVER PARK EAST TUKWILA, WASHINGTON 98188 TELEPHONE: (206) 244 -7221 10. A building permit must be obtain -Department. FIRE 'DEPARTMENT CITY of TUKWILA Listed below you will find the requirements for underground storage tanks and dispensers. 1. The tank shall be located not less than 1 foot from any building foundation and not less than 3 feet from any property line. The tank shall be covered with at least 1$ inches of well- tamped earth or sand, then by at least 6 inches of reinforced conrete. The concrete shall extend not less than 1 foot, horizon- tally, beyond the tank in all directions. The tank shall be surrounded by well- tamped sand or soft earth. 2. An emergency electrical shut -off shall be located between 15 and 75 feet from the dispenser. The switch shall be conspicuously labeled. A 20 B -C dry - chemical extinguisher shall be located not more than 75 feet from the dispenser. 4. Signs with 4 inch high letters shall be posted at the dispenser, stating, "NO SMOKING" SHUT -OFF YOUR ENGINE". 5. A break - away /fusible link fitting shall be located at ground level in the supply line to the dispenser if a pressure - delivery pump is used. 6. The tank & vents shall withstand a pressure test of 4 psi. Piping and dispenser shall withstand a pressure test of 150% of the pump shut -off pressure or 75 psi, (whichever is greater). These tests are to be conducted prior to covering the pipes. This office is to witness all tests. 7. Ail work be per the. National Electric Code, Class 1, Division 1. $. Vent pipes shall not be less than 12 feet high and at least 2 feet above building roofs, shall vent upwards, or horizontally, and shall not be located so as to allow accumulations of vapor in or near buildings. 9. Provide protective guard posts around the dispenser. (4 inch steel. ��n rt Price 20 Cents Published Daily Except Sunday nd Class Postage Paid at Seattle s exist but ienaI sense taining attorneys more frquently cl legal aid offices providing serv- ;s for the poor. "All of these things take more wyers. Of course, you will never the that $100,000 per year, and me law • students don't want it. ost of the lawyers that are tend- : bar are too picky and have lim- id their own possibilities." Yegge also rejected charges that increase in the number of low- ers has led to more personal dam- e suits, including malpractice. "I ,see the increased number of eh stilts as good. If a person. has en wronged by a physician, he S ' the right to redress. If there e more. people able to get their ;Wittl. redress, .they hurry for ore lawyers." • More legal actions are being filed the result of legal aid and com- unity legal services, he said, while e number of consumer rights and x discrimination cases also has creased: "These areas didn't really exist or 15 years ago and they have e legal profession dealing with ut -rich, non- corporate clients," he ,id. "I see such suits as a positive u! necessary force for change in it society." rhree Warm Springs ; ndian road jobs due PORTLAND — Bids • for 11'ee road projects on the ?arm Springs Indian Reser- on in Oregon were called ∎ the Bureau of Indian Af- li rs. k1t will Twelve the bids at the uriland Area Office — Branch of Fa&is, Box 3785, 231.3361 - Ext. I r s2, Plans are available there with - t deposit. The projects and their Ming deadlines: 2 pm Sept. 21 fukwda service center bid to ONB LYNNWOOD -- The lowest •three of.four bids received by Old Nation- al' Bank' of Washington for con- structing a•service center in Tuk- wile, were: Vern Johnson & Son, Spokane, $581,311; - Nelse Mortensen, Seattle, $615,700; and H. Halvorson, Spo- kane, $626,450, Bids were received at the office of the architect, Warren LaFon, 20006 50th Ave. W, Lynnwood. The. Tukwila service center site is on the southwest corner of S 180th St. and Sperry Drive. The 20,250 - sf, one - level center will have precast, tilt -up concrete exterior walls, slab -on -grade floor and a roof system with laminated beams, purlins, plywood and built - up roofing. • Outside work will include' asphal- tic parking for 68 cars and some landscaping. is planned for Febru- ary 1977. Raw water system due at Projects 3, 5 at Satsop RICHLAND —Bide for construct- ing a raw water supply system at Nuclear Projects 3 and 5 at Satsop will be received by the Washington Public Power Supply System until 10 am Oct. 7 at 3000 George Wash - ington'Way, Box 968, Richland. Plans'for Cont. No. 3240-207 may be obtained from Ebasco Service's, Inc., Schouweiler Road and High- way 12, Box 1189, Elma, for $30 deposit. Work consists of drilling a 200 - gpm well, disinfecting and testing, providing a pump, pump house and (Continued on Page 3, Column 8) meat (Grading D), 8 tons asphalt prime coat, 112 If steel pipe arch and 3218 If concrete curb. 2 pm Sept. 22 Agency — Simnashoe Road, Inv. 76-18, Proj, WSIR 3(18): Estimated cost' is $175,000 to $275,000. Work involves grading, draining, borrow and surfacing on 0.949 mile of road- way. • Main items: 2 031 cy unclassified excavation, 33,000 tons selected bor- row for topping (Case 1), 10,500 tons crushed aggregate base (Grad- Trident drydock site work, Da Pier No. 2 due BREMERTON — The Navy will receive bids until about Oct. 28 for the construction of drydock site preparation and Refit Pier No. 2 at the Trident Support Site, Naval Torpedo Station, Bangor Annex, Keyport. • .• , The 990- calendar -day project is estimated to cost more than $40 million. The project includes the installa- tion of the sheet pile cellular coffer- dams including necessary artesian relief system, dredging, back filing; dewatering of the cofferdams and installation of a mutt slab Inside the cofferdam. • The Refit Pier No, 2 will be a pile supported structure constructed contiguous to Refit Pier No. 1 un- der construction. It will have abbut 8800 sy of deck including portal crane trackage, 3700 sf staging building, electrical substation, fra- mentation barrier and utilities to support the pier. The project was designed jointly by Fay Stofford & Thorndike, Bos- ton; 'Adrian Willson, Los Angeles; and ARAM Engineers, Tacoma, Bids will be received by the offi- cer in charge of construction, Naval Facilities Engineering Command Contracts, •Trident, 5610 Kitsap Way, Box . UU; Wycoff Station, Bremerton. Plans and specifications for .IFB State highway proiects bid ' OLYMPIA — The State Highway Commission yesterday received bids on the projects listed below: KING COUNTY — East Channel Bridge to 136th PI SE undercross- ing, reverse lane control modifica- tions, SR 90: Estimate— $330,995. Signal Electric, Inc., Kent,. $272,- 374; Stillwell Gerard Const. Co., Bellevue, $323,151; and Westcoast Electric Co. of Washington, Inc., Kent, $362,802. SNOHOMISH COUNTY — 44th Ave. W ramp widening on SR 5: Estimate — $192,409. West Coast Const. Co., Woodin- ville, $193,479; Tri -State Const., Bellevue, $195,798; and G. It. Sev- erson Co., Lynnwood, $202,498. CLARK COUNTY -r— SR 502 In- terchange northbound off -ramp and Duluth Corner, SR 5 and SR 502: Estin_la_te- $43,791. • • S. D. Spencer & Sons, Vancouver, $37,468; Columbia Nest Material and Conuctiuctors, Inc„ Longview, $50.377: and Lakeside Industries. 73-5004 will be available for pur- chase at $10 each on or about Sept, 16 at the above address. A pre -bid conference will be held at the office of the officer in charge of construction here on Oct.. 8. Pumping units for wells due at Grand Coulee GRAND COULEE — Bids for constructing pumping units , . for drainage wells, downstream left bank stabilization — Phase 2 — Co- lumbia Basin Project, will be re- ceived by the Bureau of Reclama- tion until 2:30 pm Oct.' 19 at the Third Powerplant Construction Of- fice Bldg., Coulee Dam (Box 620, Grand Coulee). Spec. No.. DC -7244 may be ob- tained. from the above office. Esti- mated construction cost is between $150,000 and $300,000. Work includes constructing a reinforced concrete insulated vault for each of nine drainage wells; and furnishing, installing and testing nine submersible pumps, including discharge valves and lines to the drainage. header. PORTLAND — Joe Bernert Tow- ing Co. Inc., Wilsonville, Ore., was low bidder, at $118,650, when bids for construction of bank protection on the lower Columbia River were opened at the Portland District, Army Corps of Engineers. The oth- er two Inv. 76-0218 bidders, both of Portland, were . Copenhagen Util- ities & Const. Inc„ $124,788, and Coast Marine Const. Inc., $155,985. QUARRY ROCK, POMEROY — Garfield County re- jeeted the bid it received for drill- ing and shooting of 75,000,cy quarry rock at a county site near the Gould. City - Mayview Road. Yardly Drilling Co. of Spokane, bid $6000 which was more than 10% over the estimate. CENTRALIA ARMORY OLYMPIA — The Division of En- gineering & • Architecture has re- ceived four bids for exterior paint- October 21, 1976 Old National Ban) of Washington West 428 Rivers]. Spokane, Washingt 99201 Gentlemen: We are enclosing the original and one copy of Flood Control Zone Permit No. 1- 2422 -2 for the purpose of the construction of a building for housing computer systems and support facilities. Please sign both copies on the reverse side as permittee; retain the original and return the copy to this department. The permit does not become effective until said copy is received. The enclosed permit should not be considered a permit under the Shore- line Management Act of 1971. Very truly yours, Roy C. Bishop Resource Management RCB:ph Enclosures cc: King County Hydraulics, Seattle Vity of Tukwila, Building Dept. State of \∎c1Sh ngton Department of Ecology 24350.15011 A'. , :c, r1 . Nolth'.vest Ro ionai OI'ice, �u3la;hJF.._3Filh triaf,,Reclrnond, Washington 96052 Tei?.phana: (206) 665.1000 to -• • , • v, S. r. No. 4419-0S--(Rev. 11-71). OLD NATIONAL BANK OF WASHINGTON STATE OF WASHINGTON DEPARTMENT OF ECOLOGY OLYMPIA, WASHINGTON Permit is granted under provisions of Ch. 86.16 RCW, this 21 day of October 19 76 (Name of applicant) West 428 Riverside, Spokane, Washington 99201 to construct and maintain (Address) Building housing computer systems 4 support facilities (Description of works) Old National Bank Service Center for the period , 19 to , 19 or pg.rpmtuity In Gov't Lots 1 and 4 Sectior3 & 3 , 6 Township 23 N. Range 4 E. W.M. Green River Green on , which said works, structures and improvements are located within (Name of stream or flood plain affected) 2 1601 Flood Control Zone No , all in accordance with Application No and plans attached thereto on file with the Department of Ecology, which application, with plans attached, is made a part hereof. b toer The work herein authorized may commence on or before the 21 day of Octobe 19 76 21 October 19 77 and shall be completed on or before the day of , or before such dates as 1-2422-2 PERMIT NO may be specified by any extensions granted, ** This permit is subject to the conditions printed on the reverse hereof. Given under my hand and official seal the day and year first above written. j p, • *t11;7 cc: King County Hydraulics, Seattle ./'City of Tukwila, Bldg. Dept. ;., THIS PERMIT is subject to the Following conditions, which are hereby accepted and agreed to by the permittee: 1. This permit is granted under authority of Chapter 159, Session Laws of 1935. (Ch, 86,16 RCW.) 2. No property rights are granted herein, nor does this permit absolve permittee from liability for any damages which may be suffered to life or to property, public or private, by reason of works, structures and improvements authorized hereunder. 3. This permit does not obviate the necessity of obtaining assent of the Federal Government in case of United States navigable waters. 4. The permittee shall remove, at his own expense, all falseworks, structures and materials incident to the construction of the work herein authorized. Works and structures erected under permit covering a specific period of time shall be removed by the permittee at his own expense upon the expiration of said period or at the expiration of any extension of time which may be granted. 5. Should permittee fail to remove, at the proper time, materials, works and structures referred to under paragraph 4, the Director reserves the right to have it done at the expense of the permittee. 6. Any alteration of plans for works and structures made subsequent to the filing of ,application or the issuance of permit shall be subject to approval by the Director. 7. The Director shall be notified by the permittee of the completion of works under this permit in order that he may make final inspection and give final approval. ** 8. This permit is subject to further special conditions as follows: 1. Nothing in this permit shall be construed as excusing the permittee from compliance with any applicable federal, state, or local statutes, ordinances, or regulations including those administered by local agencies under the Shoreline Management Act of 1971. 9. This permit is accepted subject to provisions of law and regulations and conditions herein prescribed. gate detail curb detail sidewalk edge approved sheet index general notes site plan a1 floor plan roof plan elevation room finish schedule door schedule section head jamb elevation bumper rail reflected ceiling plan details section foundation concrete foundation plan spread footing schedule roof framing plan section panel type details concrete tilt-up panel notes site plan detail underground gasoline storage tank partial roof plan ventilation piping site work floor plan J L7 I9 r1 OQ P-T IoP4t5t OF } NOT et CigaitT L'1 aurae LAW ONLY C,��nPu r WI�.IA�fMI�— w'w —wwww wwwr�lriw L-1 1 4 -r L.-1• �J / P1 1° .s t: 0 RV% RCM r }: is-LINC.54 r Lot,LNG 6owerzet.ice -.- .._�.r.....� rl { vire 8/4..j. woo; Kano, IINIANCeSCENT MAK WOW 1*MM tietASINGA ifIPAA. GAS P 4 Fmi• 444 t $ , $'44Ser, 4 i 'a . 4 ntraoile *mum, 614446T A wiskveD Acimstaim Pious PG 4 PENCANIT KkaNPED, 2 ., k' , OPEN OUSWIL FLUORESCENT mum W! BAKED . t' 1°,, 10% ft - RZCESSgD, 2 X 4' 2-�' i , Puw. 4T ES FMK, uRE WI ►9 Y Ze4S REGRESSEP D 'RUD v AtiatititM AWE 2 3 & WWI' ' 2' 2' • 4 44AMP POLE 131169471A14 .. . " AS •il •41, EAU :PT 4' X w' • 4- LAMP 45 wimp, 1 X L',, 2 • .1 J� p iAAi , e mom) 8A mg ive Sf MARROW MiSD, 1 I Xr 4.' , 2" , MORES ' Fixes 1014 K19 ACM.I C LENS IN RGR APB gt 1 T T AL $t4 WARE VERSAL M T°• MG, A 7 it OR DCX113 L . 5 T ZS ME, G •EN $, WI Vti OR VISINAIr ARROWS PE NT or Ma WIONTE0 MV-1 WALL tekittag9 N CURY VAPOR FIXTURE TH CAS T I -250W ALLM _ H RESIST BORDS1LWATE REFRACTOR, BULLS-4N cONS BULLS- WIT WATT S tip F BAST . SPECWAR 4041 NUM RE.FLECTOR SEPAR- ATE FUG, 2 MV-- 2 Po: MOUNTFD MERCURY ` VAPOR F I XTARE W I Tai CAST 1 -400W ALLAI NUM ui1SZNG , 8V1 LT- IN CONSTANT WATTAGE FBAs T, SPE ' " " AU140 '4 REFLECTOR, HEAT- , TEMPERED CLEAR LENS, SEPARATE FUSING AT EACH . BALLAST, 277V 25 FOOT, .STEEL, RCS ' TAPERED, ANCHOR BASE POLE W 1H 3-'U3 T ANTLER. BRAM T JAWS 2-- + t X240 2"'�40,CW COLLASZ t #5115 StikigS Oti Wolin IA #5115 SEES 2-rsocitQfu COLUMB 1 A 15115 senes 1 4-.- F40441 COUPS IA 15115 SER 2-4:40614 COLUHB IA 14542 SERIES • 2-- OCIgi COLUMAA 16115 Sttig5 2 -20T 6 DC /IF G eitf.S Wan: 73000 SERIES STONCQ 543.4,50 STONCO PH4-40 0Mt4 STONC° RTS 2,5XDR Y • 0 1 — .. .�_.__.... -. Vt. 2— Avalat••••110000 1 1 0101 .. 4 # 1. • r • v.... • 090 -- 4:1- V.-- 5 • It • . .4 . • . _ I