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HomeMy WebLinkAboutPermit 4223 - O & W Properties - Ebasco - Tenant ImprovementThis 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. 4223 Ebasco 109 Andover Park East RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page Code Exemption = 8rlef E plainatoty Desclriptim Statuteftle 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. 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 6,7 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. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Property Owner Address Contractor Address BUILDING PERMIT Tenant Improvement 109 Andover Park East Office 0 & W Properties 201 Elliot Av W #400, Seattle, WA Berkley Structures #BERKLS2844 201 Elliot Av W, #400, Seattle, WA PERMIT # `7 V02. 86 -009 Control # Suite # Tenant Ebasco Assessors Account # UZZ3UU- UUiU -U Phone # Z81-8 /UU FOR BUILDING PERMIT ONLY Approved for issuance by�r—� ��..sr.'.. Sq. Ft. Offi Office Storag Wa rehoe/ use Retail Other Occ. Load 1st F1. 24000 B -2 240 2nd Fi. 19200 B -2 192 3rd Fl. Total 43.200 B -2 432 Fire Protection: ® Sprinklers C1 Detectors Zoning C -M Type of Construction V -N Special Conditions Zip 98119 Phone # 281 -8252 ip 98119 Fee e sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st Fl. $ 2nd Fl. $ other $ other $ Total Valuation of Construction $ 1,200,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt # $ 3183.00 Receipt #2496/ $ 2069.00 Receipt # $ Receipt # $ 1.50 Receipt # $ Receipt # $ $ 5253.50 FOR SIGN PERMIT ONLY Permanent Temporary [] Single Face [] Double Face [] Wall Mounted J Free Standing (] Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK 15 SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE 0 A CE THE OVI IONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTFFWCTIPN OR THE PERFORMANCE OF CONSTRUCTION. Signed___�r "L Date �`7‘/ �G LICENSED CONTRACTORS DECLARATION I hereby affirm that I am yy��, a n ,ye under p visa s of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) / A7 � Date Z/G OWNER- BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date ' CITY OF TUKWILA f Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Property Owner Address Contractor Address BUILDING PERMIT Tenant Improvement 109 Andover Park East Office 0 & W Properties 201 Elliot Av W #400, Seattle, WA Berkley Structures #BERKLS2844 201 Elliot Av W, #400, Seattle, WA PERMIT # '1: (x)(;) Control # 86-009 Suite # Tenant Loasco Assessors Account # 02230u- uuiO-u Phone # 281 -6 /00 Zip 98119 Phone # 201 -8252 Zip 98119 FOR BUILDING PERMIT ONLY Approved for issuance by Sq. Warehouse e Retail Other Occ. Load 1st F1. 2.4000 0 -2 240 2nd FT- 19200 B -2 192 3rd F1. Total 43,200 B -2 432 Fire Protection: ® Sprinklers ❑ Detectors Zoning C -M Type of Construction V-N Special Conditions ee sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ 1,200,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt # Receipt #2496/ Receipt # Receipt # Receipt # Receipt # $ 3183.00 $ 2069.00 $ 1.50 $ TOTAL $ 5253.50 FOR SIGN PERMIT ONLY [J Permanent [] Temporary J Single Face [] Double Face C1 Wall Mounted [] Free Standing [] Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOI0 IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK l5 SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO Signed }� VIOLATE 0 J ANC E ' THE v-Py0V1 10NS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTIp THE PERFORMANCE OF CONSTRUCTION. LICENSED CONTRACTORS DECLARATION I hereby affirm that 1 am {;J enn ee� under p.Qvis°i � s of the Business and Professions Code, and my license is in full force and effect. ,,,,L—Contractor (signature) / 1 .7:-) 15 _ Date 12/1(,/s:_ OWNER- BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Date Owner (signature) October 23, 1987 Parkwood Gr City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 ATTN: Jack page RE: Eb'SCO"Plitnt- Replacements Dear Mr. Page: \OCT 26 1987 PLANNING DaPT. -04 oeyoe-0 Pursuant to our conversation earlier this week, I am restating in writing the owners intention to comply with any landscape code requirements. Numerous trees have died on the site due to environmental conditions, e.g. high water table. The owner is reluctant to re-plant any dead tree only to have it expire a second time. My firm, who did the initial landscape contracting work has offered to re-plant BO% of the numbers on the original plan. Reviewing the status of these trees after a years time will provide direction as to any further plantings and their survivability. A tot& of 18 trees will be planted. We will select to use exclusively one of the following 2" cal. type of trees: 1) Planatus acerifolia/London Plane tree 2) Acer rubrum/Red Maple 3) Quercus palustris/Pin Oak varieties: Sovereign or Crown-right 4) Fraxinus pennsylvanica 'Marshall'iMarshall Seedless Green Ash 12510 128th AVENUE N.E. • KIRKLAND, WA 98034 • (206)821.1922 •■ t We appreciate your understanding to work with us with this unusual drainage situation. Sincerely, T. Shawn Parsons Project Manager /Landscape Architect cc: Vernon Umetsu,.City of Tukwila Ken Sti ckl ey,. Sabeg Corp. Al Peterson, Berkley Corp. City `of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor May 1, 1986 Ms. Karine A. Clark Assistant Vice President Commercial Banking Center Rainier National Bank P.O. Box C34028 Seattle, WA 98124 RE: City of Tukwila Letter of Credit Account No. Dear Ms. Clark: The City has reviewed the landscaping improvements. at 109 Andover. Park East and has found that the depositor has-fulfilled the requirements for the site. The City, therefore, requests that the bank release the deposited sum to the Sabey Corporation. Thank you. Sincerely, a'y Van Dusen Mayor CITY OF TUKWILA •• 4MI `;SCI Y11/1011 d0 A.UQ Letter of Credit Fcrn - Performance 03A130211 This will certify that Sabey Corporation * ** has the amount of $ 30. 00.00 • on deposit with the Comm. Bkg; Ctr. Branch of Rainier National Bank in Account No. , which shall be held by the bank for the purpose of guaranteeing that the improvements to be made by Sabey Corporation * ** (hereinafter referred to as "the Principal ") in connection with construction of the project known 8 S 109 Andover Park East - Permit #4233 and LI-44-86 shall be completed no later than June 1, 1986 �t is understood that the nature,.extend and manner of making said improvements* is defined by the approved plans and conditions contained in the City of Tukwila File No. 4233 and LI- 44 -86. If, in the sole determination of City of Tukwila . the above - referenced improvements are not completed as required by the approved plan, conditions and applicable City standards at the above location and within the aforementioned time period, this bank agrees to release to the City of Tukwila the sum of $ 30,000.00 ** upon receipt of a written request for said release signed by Tom Hill or designee We further certify that all assignments, releases and signatures necessary to transfer said sum to the City of Tukwila have been obtained. We further agree to hold $• 30,000.00 unti 1 we have received a written release from city of Tukwila • • *landscape improvements * *of so much as is required • to complete the improvements ** *Formerly Office & Warehouse Properties, Inc. iar,ature o 1uthorize ice and Title) Approved: s•: •,CO•••RATION 1. 1/ Pep_ 1g atU 4 SUBCONTRACT Jub Name; f. bdscu Services, Inc. Title W Work: Landscaping /Irrigation Subcontract Number: 684800 T11IS SUl3CON I frA(: i made This by and between Parkwood rret.'n hereinafter called the Subcontractor, and Berk 1 ty Structures, Inc . hereinafter called the Contractor. Subcontractor: Address: Parkwood Green 1 ?+tn4 NE 125th Way Telephone:K i rkl and, Washington 98034 t,21 -1h22 ATTN: Shawn Parsons 28th day °, February 9 NF. Wil NC SSETH: That the Subcontractor and the Contractor for the considerations hereinafter named agree as follows; A 1 he Subcontractor ..gees to furnish all labor, material, supplies, equipment, services, machinery, hoisting equipment, tools and other facilities of every kind and description required for the prompt and efflctenl execution 01 the work described herein In connection with the construction of the Ebasco Services, Inc. Tenant Improvement and shall be in accordance with the Drawings and Specifications, General Conditions and any Speclal Qonditione prepared by The Campanella group dated 1 -31 -g6 & Ken Loney & Assoc. dated -z4- hereinafter called the Architect, and the General Terms hereof, all of which shall hereby become a part of this Contract, and all of which II►e Subcontractor certifies he has read and knows the contents thereof. When any provrsiun of this Subcontract is at variance with the Plans and Specifications, this Subcontract shall govern. i3. 1 he Subcontractor's work shall include, but not necessarily be (mated to: 1. Supply and install complete landscaping per plan for entire jobsite including all ground i>repar•ation topsoi1, plantin. of plant,, shrubs, trees, reworking of all existing sod and landscape areas gs follow,: a. All planting) will take place in designated planting strips around building. b. Wi 1 I be planted and staked as noted in plans and in accordance with standard 1and'.capitiq te'chrtique.•s. c. tWi I l guarantee planting for one year after in';t,tllati n. Will maiai tit ain planting urlt i l accepted by general contractor,a.* Cd'1G�`t idI rf, •. •, d. Wi 1 I remove and haul away all existing trees, shrubs, etc. that are not tie reused. the subcontractor has carefully examined the site and will rework the existing sod and landscaping which is to remain in order to bring it up to an acceptable condition. e, The contractor is responsible for the subgrade 4" below finish grade to +/- 1 /1O at the south and southeast berms. The subcontractor will place the top- soil per plait. f. This subcontract includes running the Prunus Shipkaenis /Shipka Laurel down the entire west elevation rather than stopping as the plan shows. All plant substitutions will he approved by the contractor and the landscape arch 1tt'ct. 0. 2. Supply and install all labor, materi;t1 and design for a complete irrigation s:ystt'm in all i>lanning areas, (IS follows: a. Will submit a complete irrigation design for contractor and city approval as soon te, possible. b. Will mount a controller capable of controlling all zones utilizing electric cF irrigation valet !he ronl rc t•r rill bo i�tet tr ,4 0 'atlo 1reC e b ttrw v' a + a von icAMOrrhaa per t irt 1 on trac fur j p c. UtI I ize� pop-up y°c,• sprin er gaits iln �1 gras areas. In all shrub /tree areas, .ul,contr•.ictor will use either pop -up heads or fix mount heads. d . W i l l in'.t.,r 1 I quick coo ►l ings for hose hook -up and related piping /connection L 3 62.C...ilo tasP 9004 10 to he placed as directed by the contractor. e . W i 1 1 t.r ent It and instal 1 '.1et'vt''; •.upp1 ied by others for the existing parking 1► i ,t :. It,tckl'i 11 is to I) • Lr su r t.rtle Mil 1t riat1 and compacted to 95%. The sleeves fur the new part: mil area,' art' In ;Nacre. • f . W i l l ,t't he.1 entire system so that spray is directed correctly and overspray 1s min tiuiled. g. Will supply the water meter and hook to Berkley's stub out. L I t'. 4 11 Is agreed that the SU(CONTI1ACTOR will assun►rl tow:ud the CONTRACTOR a9 obligations and responsibilities which the CON I liAC 1011 has assumed toward the OWNCR under the MAIN CONTRACT. In case a conflict between the twirls tit Ole obligation and the responsibilities of the parties of this SUBCONTRACT and the MAIN t.:UN 11IAC 1, thi:: SU(3CuN I fstAC I shut' control e: Iii t:onyteter,tliun of WO Iuilhlul performance by the Subcontractor of all the terms, conditions and tcittuuun►unls uI Ilns tiubcunlsacl, the Contractor agrees to pay the Subcontractor the sum of `,txlyn►i► Il.ni...,nd I tvu ttuadrvLi and Utl /li.jt (lunar:. is 09,50U.00 1 in current funds sulaect t u .additions and deductions lui changes as may be agreed upon, front lunds rsCeiwd' roll the) Owner. Alt payinunls shall be in accordance with and subject to the provisions d the G.nsysi TOMS incorporated herein. (rise paragraph 27 'See ieidencium #1 ..•i+i•.N•N•••••• •••N TO 201 Elliott Ave, W. #407 Seattle, Washington 98119 (208) 281.8282 City of Tukwila Building Department 6200 Southcenter Blvd. Tukwila, WA 98188 GENTLEMEN: WE ARE SENDING YOU tY Attached ❑ Under separate cover via ❑ Shop drawings *fa Copy of letter ❑ Prints ❑ Change order LEu41A ©F Timm rum DATE 4 -14 -86 JO8 NO, 684 ATTENTION Tom Hill RE: Ebasco Project 4 -14 -86 Letter form Grand Metal Products stating that the 5' x 10' hollow metal doors in the corridor were fabricated to comply ❑ Plans ❑ Samples the following items: ❑ Specifications COPIES DATE NO. DESCRIPTION 1 4 -14 -86 Letter form Grand Metal Products stating that the 5' x 10' hollow metal doors in the corridor were fabricated to comply with label requirements. lit IIIMIUMEMMIIIII .werrwomileupm.~1~-1Pmemor._ IM. „ .11 WM11111111 CITY OF TUKWILA THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution *10\s requested ❑ Returned for corrections ❑ Return._„_ corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS • COPY TO SIGNED: 1. .�..�......�. ... nn• .. ....1.A 41..Alu ..•11u ... .1 .... GMP GRAND METAL PRODUCTS 2340 S.E. GLADSTONE STREET PORTLAND, OREGON 97202 (503) 235 -3105 City of Tukwila 6200 South Center Boulevard Tukwila, Washington 98188 Gentlemen: RECEIVED BY APR 71986. Berkley Structures April 3, 1986 Subject: 401 Tukwila Parkway Tukwila, Washington 98188 Our Job 1173 ' • Re: Hollow Metal Doors & Frames Label Construction This is to certify the fact that Doors and Frames No. 1, 2, 3 and 4 on subject job were fabricated to comply with label requirements insofar as wall conditions, hardware, etc. would allow. No labels attached. •. ��JM :,l H • Subscribed and Sworn to before me this 3rd day of April 1986. mw- ichar � ar Notary Public MY COnil ?G(:: 10.J Er,)111ES i',dAY 26, 1987 ); Yours truly, GRAND METAL PRODUCTS. CORPORATION sC*;46. 1e 1 Jeffrey J. Mit APR 2 21986 CITY OF TUKWILA PLANNING DEPT.. • ,,,, rxc Tiafill- AAA907 h4nI, 15v6 A)MY Mixt Dam/ AIL 1q-/-//, -tg la'le- elk hi , KwI�Z 67QQ- -, � �ibbs :. - L/ zZ3. Mt/ ri�orer* rw11MLh , v W 26/- 87o0 SvI �� r 0 42L041_, ate- h 1 n f1 241 Oa/err4tvE , 28/' elts / .2a EGV o «4)7 rr Ave al--e/ TE rr. 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Ci,e3a.ee ,,OCrY1 0 a Vited-e891(60L)42/Wc4, th}e},`4.g amet 10.)4 Z114) c.)/4-g4d-,t,1 //1 c'oc„. fra4- Th 0/(1,n, �mY IYU �� (� . Lzrn C L�.1J `ZU 4 AI - V � 1 7eoa o z 120.,rni Blur (1u vna4n) i oar i(z d.�'a� di-trub91 (fra-ril-ei 4P2 0/0771' B4 }- `1J9i(0h tamot 0-0.175_ ctiDioi CPU `pcwb46- Ciii-66L- 0o-7) ctrl SOT p&..iJJncp — O be4or& Lecw»13 uggc u./6 ci)(it/ bo (y-) v1-o g/d tofu bait) s(Lai� Izau,r (4)07/AL.W. phIL/ - vne.etit, wne zz . 071 ryugu- 01 atadiurt,c) ce.g.447.- 1 486 LNID& 1/4-1,127irn-kVv ` Li /) ‘/YLe /m Mahan? Smifh,lnc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 (206) 624.4488 February 3, 1986 The Campanella Group, Inc. Maritime Building, Suite 400 911 Western Avenue Seattle, Washington 98104 Regarding: Plan Review 85 -T -01£ To whom it may concern, RENE EB 6 1986 CITY OF TUKWILA PLANNING DEPT. We have received additional information and have reviewed it for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and The Washington State Energy Code. Our comments follow: Structural 1. On Detail K -12 the spacing and number of 6x6 connection angles to transfer roof diaphragm loads to the shear wall on Grid N has not been specified, also similar connectors for walls on Grid 1 and A have not been specified. 2. The load path for lateral loads on the south side of the mezzanine has not been provided for to transfer diaphragm loads into the shear walls on Grid A. 3. Stair calculations must be stamped by a Structural Engineer before we can check them. Ordinance 1. If partitions on the second floor are of a 6' -0" height a corridor is formed and needs to be 1 hour rated. Refer to Section 3305(g). 2. Clarify materials used for 1 hour corridors. Show complete enclosure - walls, floor and ceiling. 3. Exterior south stair and ramp handrails are in violation of Section 1711. 4. Corr /stage and cor•r /lab doors appear to be in violation of Section 3305(h) according to the door schedule. 5. Provide exit signs per Section 3314. 6. Draft stops appear to be in violation of Section 2516(f) if using grids called out in draft stop note. Regulations for Barrier Free Facilities 1. Provide location of full length mirrors. If they are not in both toilet rooms, mirrors over sink are in violation of Section 511(b)2. 2. Show adequacy of grabbar lengths at toilets. 3. The lavatory height is in violation of Section 511(b)1. Please call if you have any questions. Sincerely, MAHAN & SMITH, INC. Bridget Smith CC: Tom Hill City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Mahan &Smith,inc. City of Tukwila Fire Department Gary VanDusen Mayor Hubert H. Crawley Fire Chief Building Official City of Tukwila Control #86 -009 February 5, 1986 /0/ . 4' o L — P0.v- k Re: EBASCO, EBASCO, Inc. -11-6-1 Tukwila t r n.y Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1 and UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) 3. Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.113a) 4. Hose stat'ons are required. (Plans must be submitted to the Fire Ma shal for approval prior to installation.) City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 City of Tukwila Gary VanDusen Mayor Fire Department Page number 2 Hubert H. Crawley Fire Chief (City Ordinance #1141) 5. Fire hydrants are required as detailed in City Ordinance #729. (Possible upgrade needed) 6. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) All modifications to sprinkler systems shall have the written approval of the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, 1 -9.1) 7. Local UL Central Station Supervision is required per UFC 10.310. 8. Protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #729) 9. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 10. All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. 11. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) (See note below) 12. Fire lane designation required per City Ordinance #1110 and Uniform Fire Code Section 10.207. 13. A properly designed and approved halon system may be acceptable as an alternative for automatic sprinkler coverage inside of and under floor of computer rooms, but not as a substiture for above ceiling sprinkler coverage. BUILDING DEPARTMENT NOTE: (1' Please change address to reflect main e try as it now exists on Andover Park East. (2') Show exit doors in caged storage areas. (2') Is it City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 ,i tY of Tukwila Fire De partment Gary VanDusen . Mayor Page number 3 Hubert H. Crawley. Fire Chief acceptable that the first floor South exit corridor egresses through a loading area? (A-) The north stair tower exit door appears to obstruct the required corridor by more than is permitted? (6) What is the use of the room labeled "scada stage" on first floor. (6) Does the code permit a verti -: c61'lift,that may be loaded with equipment, to be part of exit, corridor? Yours truly, The Tukwila Fire Prevention Clty of,Tukwila 1 Fire Department, 444 Andover Park East, Tukwila, Washington 98188. (206) 5754404 Mahan&Smith,Inc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 (206) 624.4488 February 4, 1986 L�1 • The Campanella Group, Inc. Maritime Building, Suite 400 911 Western Avenue Seattle, Washington 98104 Regarding: Plan Review 85 -T -01 (Ebasco Inc.) Dear Mark Smith, We have received additional information on the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code and Regulations for Barrier Free Facilities. All our comments for Ordinance and Regulations for Barrier free Facilities have been answered satisfactorily. All Structural comments have been answered satisfactorily except for having the stair calculations stamped and checked. This may be done at a later time. Ordinance comment #7 from our January 27th letter dealing with the lift as an obstruction of the corridor, section 3301(b), has been approved by Tom Hill. Please call if you have any questions. Sincerely, MAHAN & SMITH, INC. Bridget Smith cc: Tom Hill, City of Tukwila Phil Birk, Berkley Structures Inc. Jeff Nelson, Nelson - Bourdages Inc.,. Mahan &Smith,Inc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 (206) 624.4488 January 27, 1986 Jeff Nelson Nelson - Bourdages Inc. 406 Market Street Kirkland, Washington 98033 Regarding: Plan Review 86 -T -01 (Ebasco Inc) To whom it may concern, (EMEIdED JAN 28 1986 CITY OF TUKWI PLANNING DEPT. We have received plans and calculations on the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. The structural review is for the foundation permit only. Our comments follow: Structural 1. Truss from Grid 1 to 17 is continuous and must be designed as such. Correct calculations for proper loading. 2. Revise shear wall calculations for CMU wall on Grid 7 to show correct weight of solid grouted CMU wall, 78 psf per Amrhein or 84 psf if normal weight block of 135 pcf is to be used. Specify normal weight block on drawings as 135 psf if using it in calculations. 3. Larger footings over exist smaller footings do not bear on undisturbed soil. Revise detail for soil bearing. 4. Several footings are either not detailed, located or sized on drawings. Complete foundation drawings and calculations are required to complete review for foundation permit. Ordinance 1. Provide occupancy and building type on drawings. 2. Provide section through interior partitions, second floor. Provide height. 3. Provide section through 1 hour wall. Call out materials. Clarify ceiling material of 1 hour corridor. 4. Provide stair rail information for exterior stairs. 5. Provide material and manufacturers name of raised flooring. 6. Corr /stage & corr /lab doors appear to be in violation of Section 3305(h), according to the door schedule. Main floor corridor is considered obstructed with the use of the vertical lift. Refer to 3301(b). 8. Complete detail designations. 9. Provide exit signs per Section 3314. 10. Show compliance with Section 2516(f) for draft stops 11. North exterior stair has an inadequate landing. Refer to Section 3306(g). Regulations for Barrier Free Facilities 1. Provide location of full length mirrors in the toilet rooms. 2. Provide a clearance dimension for under the sink. 3. Towel dispenser and sanitary napkin dispenser are in violation of Section 511(b). 4. Urinal is in violation of Section 511(a)5. 5. Provide length of grabbars at toilet. Washington State Energy Code 1. No comments. Please call if you have any questions. Sincerely, MAHAN & SMITH, INC. Bridget Smith cc: Tom Hill City of Tukwila Mahan &Smith,Inc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (208) 624.8150 (208) 624.4488 January 15, 1986 110 A. I. Goodfellow 1214 East Hamlin Street Seattle, Washington 98102 Subject: Tenant Improvements for Ebasco Inc. Dear Sir: William Mahan and myself met with Phil Birk and Al Clow of Berkley Structures and the Structural Engineer of record Jeff Nelson to discuss the seismic deficiencies on the above project. We pointed out the lack of an adequate roof diaphragm and load paths to transfer horizontal loads to lateral resisting force elements. It was pointed out that a proper solution should include the compatibility of the new elements and the structure as it exists. Various solutions were discussed and it was decided that Berkley Structures would have their engineer prepare calculations, preliminary structural drawings, and a complete foundation plan showing a solution to the lateral problems discussed. This submittal shall then be reviewed for a foundation only permit. Sincerely, MAHAN & SMITH, INC. Doug Stevenson cc: Tom Hill City of Tukwila RECELVED CITY OF TUKWII.A JAN 16 1986 BUILDING DEPT. r.' Berkley Structures, Inc. TO 201 Elllott Ave. W. #407 Seattle, Washington 98119 (206) 281 -8252 GENTLEMEN: WE ARE SENDING YOU attached ❑ Under separate cover via nn CI A ©F uoniKe t]ormiL DATE 2. hitpt, DATE JOB NO. V itpy. ATTENTIO ,7; // /] .7. 2 /41/a6 RE: / . � P-,,. 62 the following items: ❑ Shop drawings ❑ Prints Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION .7. 2 /41/a6 G74 / . � P-,,. 62 THESE ARE TRANSMITTED as checked below: or approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ nor your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: 1/ .nwln.0 r.• arm not a nn}.d_ M1nAly nn /i /v u■ d nne.. 4r. 49L-e7i3 DAVID EVAnS AnD ASSOCIATES, Inc. January 31, 1986 301 116TH AVEf1UE S.E.• SUITE 170 • 13ELLEVUE. WASHIf1GTOf1. 98004 206/455-3571 Mr. Jim Webber UNION PACIFIC RAILROAD P.O. Box 24406 Seattle, WA Re: G. E. Building /Tukwila Dear Mr. Webber: Per our recent discussions I am enclosing a site plan for the G. E. Building located at the southwest corner of Tukwila Parkway and Andover Park East. The owner of the property desires to remove the spur track ser- vicing the building and also the mainline track centered on the property line. I have marked these on the enclosed prints. From our search of records we understand that the spur track is out- side the railroad easement area and the mainline is within the easement. Please advise us on the procedures involved for the abandonment of the mentioned tracks. If you should have any questions, please give me a call. Very truly yours, DAVID EVANS D ASSOCIATES, INC. Errol F. Garr, P.E. Vice President EFG:bat cc: Mr. Phil Birk Enclosure • i, //ag/e_9(2 1:� BOND NO. U55 12 91 KNOW ALL MEN BY THESE PRESETS: CITY OF rL ii":41 -1' 192,6 BUIixim3 Dug', That we, .David A. Sabey as Principal, and UNITED PACIFIC INSURANCE COMPANY, a corporation organized under the laws of the State of Washington having its principal office in the city of Federal Way, Washington, and authorized to tran- sact the business of Surety in the State of Washington, as Surety, are held and firmly bound unto the City of Tukwila, as Obligee, in penal sum of One Hundred Thousand and No /100 ($100,000.00) Dollars, lawful money of the United States, for which payment, well and truly to be made, we bind ourselves, our heirs, exe- cutors, administrators, successors and assigns, jointly and severally, firmly, by these presents. WHEREAS, the said Principal has applied to said Obligee for a permit to remodel the structure located on the real property described in Attachment "A ", a copy of which is attached hereto and made a part hereof. AND WHEREAS, said principal intends to install seismic bracing, perform foundation footings, install structural steel and install shear walls. NOW THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH that if the above described work is not performed in accordance with the plans and specifications submitted to the City of Tukwila and Mahan and Smith, Consulting Engineers for said City or in accordance with any modification made to such plan by said City or Consulting Engineers and in accordance with the Building Code of the City of Tukwila and shall indemnify said Obligee against all loss to it resulting from Principal's development activities prior to issuance of the permit, then this obligation shall be void, otherwise to be and remain in full force and effect. PROVIDED, THE LIABILITY OF THE SURETY upon this bond shall be and remain in full force and effect until the permit is issued or until January 24, 1987, whichever is earlier, or thirty (30) days after receipt by the Obligee of a written notice signed by such Surety, or its authorized agent, stating that the liability of such Surety is thereby terminated and cancelled. Provided further, that nothing here in shall affect any rights or liabilities which shall have accrued under this bond prior to the date of such termination. This bond may be extended for a further term by the issuance of Continuation Certificate signed by the Surety. Signed, sealed and dated this 24th day of January,1986. DAVID A. By/ UNITED PACIFIC INS By: Mike Amundson Attorney -in -fact TRACT 3, OF. THE PLAT OF ANDOVER INDUSTRIAL PARK NO. 1, A000RDING TO THE PLAT RECORDED IN VOLUME 66 OF PLATS, PAGE 36 IN KING COUNTY, WASHINGTON; EXCEPT ANY PORTION THEREOF, CONVEYED TO THE CITY OF TUKWILA BY STATUTORY WARRANTY DEED RECORDED UNDER AUDITOR'S FILE NO. 7202140588. • UNITED (cwic INSURANCE( '01VIPANY HEAD OFFICE, FEDERAL WAY, WASHINGTON POWER OF ATTORNEY AOW ALL MEN BY THESE PRESENTS, Ti the UNITED PACIFIC Br$URANCE COMPANY, s arParatian Oar Iwpniaad unlit the laws of the Aate of WaMrnglon, des Weft metro, aaftwtwte and _,alit MIKE AMUNDSEN of SEATTLE, WASHINGTON - -- its awe and lawful Attornoyin -Fast, to melee, eaaante, •al and *INN ffil and Si its IOW. and es is act end Ober ANY AND ALL BONDS AND UNDERTAKINGS OF SURETYSHIP - -- and to bind the UNITED PACIFIC INSURANCE COMPANY thereby as +lily and to fhe sumo eaesnt s if stitch bent° aid urd blur pand other,M,t,np eWaatory in the nature thereof wars signed by en EseonuiR Officer of she UNITED PACIFIC INSURANCE COMPANY and sealed and attested by one gin/, 01 such of foam, and hereby retain and confirms all that its said Attorntey(sl;n•Faci may do in prsuenoe hereof. Thor Power of Attorney is /anted under and by authority of Article VII of the Sy•Lavvs of UNITED PACIFIC INSURANCE COMPANY which became effective September 7, 1♦/7S, which proviIOns ere now to lull twee and effect, rusdrng • 1ollawo. ARTICLE VII - EXECUTION OF BONDS AND UNDERTAKINGS 1. The Bard of Directors. the hes,dent, the Chen men of the Board, any Saha Via President, any Vice President a Asarsunt Vice President Or other OflrCer deagnated by the Board at Dnectors'ball hew power and autharty to WI spooint Attaneys•on•Fact and to authorize then, to vacua on behalf of the Company, bonds and undertakings, recognizance+, comments of indemnity and other writings oblrgalory in the mated' thereof, and (bl to remove any such Attorney•in•Fact at any time end awoke the power wd authority in to *sum. 2 Attorneys•in•Fact shell have power end authority. subsea to the last' and linwtwions of the power of attorney issued to them. to /recut* arndddiver on behalf of the Company, bonds and undertakings, recogniserers. Contracts of mdemnrty and other venal, oblrgatay in the nature thereof. The corporate awl a not necessary for the validity of any bonds and undertaking., recogniontoes, Contrsaa of 'Mammy and other writings obfilletory m the nature thereof. 3. Attorneys•rn•Faci Small have power and authority to sistute enrdavrts rogwred 10 be stunned to bonds, rscogniran at. contracts 01 mdsm• nay or o*Her conditional or oblaatory undertakings and they shall also have power and authamy to artily the +menorah naanlnt of the Company and to copies 01 the Sy•Lawil 01 the Company or any erode or Section thereof This power of attorney m igned and nand by 'mantle under and by suthority o1 the loflowip Msoh ara+ adapted by the Board of Directors of UNITED PACIFIC INSURANCE COMPANY at a meting held on the WA day of June, 11171, at wMch a quorum wee /mnt, and said f1/sofutron has not been amended or repealed "Resolved, that the si/nsturss of such directors and officers end the wal of the Company may be allised tw any sue* power of attorney or any andiote relating thereto by facsimile. and any such power of ottan/y a a tificate Mang such facsimile Signatures a lawmen net shell be yard and bonding upon the Comreny end any such power so mowed and certified by facsimile srsnewites end facsimile wl Asti be weld and boding upon the Company in the future with AMC to any bond or twnderlakrng to which it rs attached." IN WITNESS WHEREOF, the UNITED PACIFIC INSURANCE COMPANY has mused thew orotants to be signed by es Via President, end its corporate eel to be hereto armed, med, thus 4th day of September 1II 85 UNITED • . IFIC INS FIANCE COMPANY STATE OF COUNTY OF Washington Hilton ).. On Ma 4th day of September Vise P►esdwm ,1B 8 oersonalfy hpinsered Charles B, Schmalz • to nor known to be the Vrp•►resident of the UNITED PACIFIC INSURANCE COMPANY, and acknowledged that he e.ecuted and attested the lore. Wong rnatrurnent and afliead the Mal 01 mid corpotatan ther/lo, and that Article VII, Section 1. 2, end 3 of the Sy•Lays of and Company. and the Reaelutan, tat faith therein, ere Rill on full Woe. My Camino s st Ewes. .,.s July 20 .11 E6 "w"'nanrlw$d.N Washington Hilton Illomisq M 1, Lawrence W. Carlstrom , Aesleant Sswetary of the UNITED PACIFIC INSURANCE COMPANY. de hereby certify Ihet the rove and loregosng • a Vua and arrest agv N a Flower of Attorney 'tamed by Did UNITED PACIF K INSURANCE COMPANY, which 'smell in 1u11 fora and effect. IN WITNESS WHEREOF, I Mee herounta to ow hard and Miner the NM N mid Contuety tglis 24th fry of , January IB 86 •Du 1431 Id. 4WD Aron t Beitlrr, 1 CERTIFICA� OF INSURANCE PRODUCER 0 INSURANCE 16 INVESTMENT MGRS., INC. SOX 190903 SEATTLE, T(206) WA 954553 � ISSUE DATE (MMIDoinfr 01 -24 -86 THIS CERTIFICATE Hs ISMED AS A MATTER OF INFORMATION ONLY AND CONFERS NO MON TE UPON THE CERTIFICATE MOLDER. THIS CERTIFICATE DOES NOT MEND, EXTEND OR ALTER THE cOVERAGE AFFORDED EY THE POLICES WOW. COMPANIES AFFORDING COVERAGE � RRI"� A INSURED Berkley Structures, Inc. 201 Elliott Ave. W., Suite 407 Seattle, WA 98119 COVERAGES Continental Casualty Co. IA Y • M Scottsdale Insurance Company Cochrane Griffin & Co. � AR"Y C L 0 LETTER E \' 1 is THIS N TO CERTIFY THAT POLICES OF INSURANCE LUSTED BELOW HAVE SEEN ISSUEDTO THE INSURED NAMED ABOVE • - te'• Y PERIOD INDICATED. NOTWRHSTAIOBID ANY REQUIREMENT, T TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTANI, THE INSURANCE AFFORDED BY THE POLICES DESCRBED HEREIN IS SUBJECT TO ALL THE TERMM, EXCLUSIONS, AND CONDI. 110IS OF SUCH POLUCES. oo LIR TYPE OF INSURANCE POLICY NUMBER DATE EFFECTIVE (,AM DD DATE ( n LUBILITY _ LIMITS IN THOUSANDS EACH OCCURRENCE AGGREGATE A GENERAL UASLUTY COIM'REHENSIVE FORMA PREASSESADPERADIAS a COLLAPSE HAZARD PRODUCTSICOMMEMD OPERATIONS coNT►iACTUAI INDEPENDENT CONTRACTORS BROAD FORM PROPERTY DAMAGE PERSONAL INJURY •• -• �- CCP000304761' 09 -15 -85 10 -01 -86 IBWJURYY $ $ X _____. $ $ XOSION X BIAPO COMBINED $ 500 $ 500 X X X PERSONAL INJURY $ 500 X X A AUTOMOBILE LIASILITY ANY AUTO ALL OWNED AUTOS (PRN. PASS,) ALL OWNED AUTOS (PRHNR42 ) HIRED AUTOS NOHOW) AUTOS GARAGE LIABILITY BUA000040674 09 -15 -85 10 -01 -86 BUY B U IPER PERSONI $ X EOM UM (PER ACCOST) $ — PROPERTY DAMAGE $ BI & PD COMBINED $ 500 —"" B EXCESS LUAEILITY UMBRELLA FORM OTHER THAN UMBRELLA FORM UMB012466 10 -16 -85 10 -01 -86 COMBINED $5 000 $5,000 WORKERS' COMPENSATION EMPLOYERS' ' LIABILITY AS ' - . STATUTORY $ (EACH ACCIDENT) $ (DISEASE•POLICY LIMIT) $ (DISEASE•EACH EMPLOYEE) OTHER IONS/LOCATIONSNEHICLESISPECIAL The Cit of Tukwila is included as CERTIFICATE HOLDER City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 A( ()Pi() H•l ITEMS Project: Ebasco 401 Tukwila Parkway Tu4��uila Washington "additional insured •e� Form GL 2012 attached. CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES SE CANCELLED WORE THE EX. "nMPANY WILL ENDEAVOR TO ^CA NAMED TO THE This endorsement forms a part of the policy to which attached, effective on the inception date of the policy unless otherwise staled herein. (The following information is required only when this endorsement is issued subsequent to preparation of policy.) Endorsement effective 01 -24 -86 Policy No. CCP000304761 Endorsement No. Named Insured Berkley Structures, Inc. Additional Premium S to be determined GL 20 12 (Ed. 07 66) Countersigned b (Au orried Representative) This endorsement modifies such insurance as is of forded by the provisions of the policy relating to the following: COMPREHENSIVE GENERAL LIABILITY INSURANCE MANUFACTURERS AND CONTRACTORS LIABILITY INSURANCE OWNERS AND CONTRACTORS PROTECTIVE LIABILITY INSURANCE OWNERS, LANDLORDS AND TENANTS LIABILITY INSURANCE ADDITIONAL INSURED (State or Political Subdivisions — Permits) It is agreed that the "Persons Insured" provision includes as an insured any state or political subdivision thereof designated in the schedule below, subject to the following additional provisions: 1. The insurance applies only with respect to operations performed by or on behalf of the named Insured for which the state or political subdivision has issued a permit. 2. The insurance does not apply to bodily Injury or property damage (a) arising out of operations performed for the state or municipality, or (b) included within the completed operations hazard. 3. If the Property Damage Liability Coverage is not otherwise afforded, such insurance shall nevertheless apply with respect to operations performed by or on behalf of the named insured for which such permit has been issued subject to the limits of liability stated herein. Designation of State or Political Subdivision: City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 GL 20 12 07 66 SCHEDULE Limits of Property Damage Liability 5. incl . in each occurrence $ C.S.L. aggregate Annual Premium $ to be det. Project Ebasco 401 Tukwila Parkway Tukwila, WA Berkley Structures, Inc. TO 201 Elliott Ave. W 0303 Seattle, Washington 98119 (208) 281 -8252 c -te r 7 L (vc 9�l GENTLEMEN WE ARE SENDING YOU,NirAttached ❑ Under separate cover via 0 Shop drawings ci Prints 0 Copy of letter ❑ Change order - ��s--� l�t✓��. -�-tm LET'i{LR OF TRANSMITTAL DATE //,z_y /�6 JOB NO e!/ ATTENTION 7- we. ea RE i^ > ��.... �. �:r+rrye,Q /rte? 4 Plans ❑ Samples the following Items: ❑ Specifications COPIES DATE NO DESCRIPTION i c7K oi—d THESE ARE TRANSMITTED as checked below: ›ir For approval 0 Approved as submitted o Resubmit copies for approval q For your use ❑ Approved as noted ❑ Submit copies for distribution As requested 0 Returned for corrections Q Return corrected prints C7 For review and comment 0 A FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS isutuou COPY TO SIGNED (its Ra SO 1 T i. •N ,•1ij {1it`1, n • �: } 4 .t M • + y� -'-y N inesa •• ;.: J :$? i ilit:.ti .._.. .Y I. ..J= J Be rkl ey Structu res, Inc. 201 Elliott Ave. W 0303 • Seattle, Washington 98119 • (206) 281 -8252 January 23, 1986 Pittsburg Testing 7400 - 3rd Avenue S. Seattle, Washington 98108 ATTN: Gregg Ritz Dear Gregg; Per our phone conversation today, Berkley will employ your inspection services on a full -time basis at our Ebasco jobsite until we receive our building permit, 401 Tukwilla Parkway for the following areas: Soil com- paction, rebar, concrete, structural steel and welding. I will notify you for an inspector the day before we commence -work on these areas. cc: City of Tukwilla Thank you, PL1 13,4-t Phil Birk Berkley Structures, Inc. vaceveo CO Of ItIONAI.P. 3 0 2, 1986 Button off./ Yi TO: OFFICE MEMO CITY of TUKWILA ei/e, CA IL Furcroct FROM: et /� �' .�,��`� DATE: t SUBJECT: e/1b(d c_e) ..,............. ranu.w,trrwui 10:64:.!Gtaft:iM1tM:fS(ia 146 `1�Ui w re il'$ed It& palls ei O 61) a des ,o cp' repo'' Y.e y acid . 5c e5 644 P Laey)-' ALTD Berkley Structures, Inc. ZZlZZZZZZZZ..... ,1 Elliott Ave. W11303 Seattle, Washington 98119 (208) 281 -8252 TO C LETTL . OF TRANSMITTAL DATE y /8 d ATTENTION 7d'i t JOB NO / gt� E GENTLEMEN WE ARE SENDING YOU '"Attached Cl Under separate cover via the following items: ❑ Shop drawings Q Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO DESCRIPTION lf((f/ 1. THESE ARE TRANSMITTED as checked below: approval ❑ Approved as submitted 0 Resubmit copies for approval CI For your use ❑ Approved as noted ❑ Submit copies for distribution C7 As requested ❑ Returned for corrections Q Return corrected prints ,❑ For review and comment Q fl FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS RFCEIVED CIT' OF TUKINIV J/\ H 1 a 1986 8 ILDING DEply COPY TO SIGNED I2L 13L41 Berkley Structures, Inc. ..! vt Elliott Ave. W #303 Seattle, Washington 98119 (208)281 -8252 TO Ct7 o?:; CITY OF TUKW LA GENTLEMEN WE ARE SENDING YOU ,Attached ❑ Under separate cover via rip,''1iiA N^^e�11f//U�� rr19�86 nUILD1N�. ' DEM" LETTE, I OF TRANSMITTAL DATE //13/4K 1 J08 NO p. ATTENTION yd i/ •/) n RE the following items: ❑ Shop drawings i Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO DESCRIPTION /f1-1/46 $ THESE ARE TRANSMITTED as checked below: or approval ❑ Approved as submitted ❑ Resubmit copies for approval q For your use ❑ Approved as noted ❑ Submit copies for distribution 0 As requested ❑ Returned for corrections a Return corrected prints El For review and comment Q 2 FOR BIDS DUE 19 El PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED erkleyStructures,`': Inc /;2 - l�'C1c.Y TO _1.11 Elliott Ave. W #303 Seattle, Washington 98119 (208) 281 -8252 CeA 4 RECEIVED CITY OF TULA f,!! : 9 1985 GENTLEMEN WE ARE SENDING YOUattached ❑ 'Under separate cover via COPIES LETTLI OF TRANSMITTAL DATE 1/1/84 ATTENTION RE JOB NO 6 ' y the following items: ❑ Shop drawings C] Prints ❑ Plans ❑ Samples ❑ Specifications CI Copy of letter ❑ Change order 0 DATE 4 NO DESCRIPTION 1 THESE ARE TRANSMITTED as checked below: ❑ For approval El For your use As requested D Approved as submitted D Approved as noted C1 Returned for corrections o Resubmit copies for approval 0 Submit copies for distribution Q Return corrected prints ❑ For review and comment D E7 FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED ::OG ADDRESS WORK TO BE DONE - OWNER CONTRACTOR .DATE ISSUED CA11 oF lut.WILA BUILD' G PERMIT INSPECTION RECORD POST AT OR NEAR FRONT OF BUILDING PROTECT 12V WTHER City of Tukwila jild q Division 433- '4 B.P. 41 Control # Date Issued TYPE OCCUPANCY ,SPECIAL CONDITIONS • Inspector must sign all spacei:peiteinlng to this job. TYPE DATE INSP. NOTES Grading (Bldg. 433-1845), Setback (Bld.. 433-1b45) VI . f.._) Reber/Footing/Found. (Bldg. 433-1845) Slab (Bld.. 433-1845) Grout (Bld. 14331845) .. AAA Frame (Bld.. 433-1845) Air it iRoofing . (81dg. 433-1845) f Insulation (Bldg. 433-1845) Mechanical (Bldg. 433-1845) Wall Board (Bldg. 433-1845) Utilities Water/Sewer/Drainage (Shops 433-1860) 0: -- Parking (Ping. 433-1845) fit .._ • riFirl .1k „ of" Landscape (Ping. 433-1845) Street Use Permits (PWD 433-1850) ....----- ...... -; Fire (Fire 433-1859) lr i ht J; rN -*II" (I,I) SLO-0)-7 FINAL ,,,,„,„ (Bldg. 433-1845) • • . : • CITY OF TUKVILA Central Permit System ntrol No. 86 -009 Permit No. Series FINAL APPROVAL FORM TO: ❑ Building ❑ Planning GI Public Works El Fire Dept. ❑ Police ❑ Parks / Recreation Project Name Address Ebasco 1' :,.. — Type of Permit(s) Utilities: Hydrant /Loop; Storm Draina•e; Land •• Curb Cut Access Sidewalk t rn • I • ti This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. /This project is NOT approved by this department; the following corrections are necessary: ( ) NOTES: Curb Cut /Access /Sidewalk signed off per Pat Brodin 3/20/86 ( ) Fire Hydrant /Loop and Storm Drainage signed off per Dave Grade ( ) 3/21/86 ( ) Landscape Irrigation Permit LI -44 -86 issued but work is yet to ( ) be complete. Planning Department will pick up security deposit ( ) for this work. ( ) Electrician working on broken lines will have completed 3/21/86 ( ) for street light wiring. () () () () • Authorized Signature 3/21/86 Date / This project is approved by t is artment: Authorized Signatur 7.746,4:!;4D Date CPS Form 3 11� v u • 201-0 rYP) C.a.. tAY AGING (o=a'I _.20 =011 U 04.0. r - . ray. 1+1 lu 111-d 6-d • I9l -3 H ems. LLIN c ar t ;NC by I EEMNC &1 4L l op colorer ,2'.0" 1W• k - Her • V(L'k Mu-NT tiiC A-e yCr ate, 1 1 _ °>'; ;T NC, CtNC . WAI..I. 14/ FURRINCO WA. 1..,1YK sJC'NIrrC- • • me 1 O FtIg- aY %"/ALA. • ., i FMK rr l RNL,IN!". EIVIS 47,c -E 'Lt�l.r Vl�Rf, I✓��! .wr.r. " OIM.M.. 1- CC9r,3 f•L Ft1:.L KIN DON N (" tr• ) • c c KomPprAIK MACHINE Cct KcEcc • • • • 1 -..,J v A-44.. K EXr;TI►, e4E1-CO 1,Mh1c ,oir csEE STKi !, F1.hr. 11 lr 1 wr ► K T1-1 /4,c.A .0l4 PI'S t oT 7T 'Y4T - ur401i P...ao c •0 4 #A&JV ' a Au. CGvIFUSia• eIS. • n'IInlili!lllnllllllllllii IIIII1111 n111nn 'whin 'dim • 11:111111 nllllnl 111111114 M., p✓ 'I " " r `, y+ •'l ._:'', ".;'Jib ^, 1, - ISM I4a► H r WALL Ir • • 9 rATe1KSK DOOR SCHEDULE DOOR DOOR .1 DOOR DOOR FRAME REMARKS -- - - -- 5.444.14 rrcnnz MTIJ. Typical 3' -0" x 7' -0" WD (SC) 1 -1/2" x 4 -3/4" WD 10'- 0" 8'- 6" 8'- 6" 9'- 0" * 8' -0" Stairs -hr. * . ,K . * - 20 min. I - corridors 2X 4-"0 1 > M con- con- cealed closigs Corr./ Stage (2) Corr./ Lab (1) 5'- 0" x 91_ 8" HM 2" x 4 -3/4" HM MAJ. 4a44p0", Entry 3'- 0" x 7 0" Alum /Glass * ALUM No astragal; con- cealed closers DOOR NOTES: ALL 17r ruz Poor*/reiAfr1 , ro i;M, A, ) 3 exar' 'Slat -NS Peg 'SEC. 3314. 1) (+k) indicates typical as stated above , 2) A11 hardware to be bidder designed as required for agency approval and standard practice, medium duty commercial standard (U.O.N.) 3) tk11 paired doors to have removable ,‘astragal, closer on active leaf only. (U.O.N.) ' 4) Provide lever handles on all doors except @ machine rooms, janitor rooms. 5) Provide key pad /card rind Ira & all interfaces ' ; noted on floor plan. 6) Comply with all applicable codes including Washington State Barrier -Free requirements. FINISH SCHEDULE Room Floor Wall FINISH NOTES: 1) ( *) indicates typical as stated above. 2) All rooms to be provided with 42. *It v) - µl6 .^ R. l Gt mSvcay 'T o / tgarrit X (ruffs ® CARD krsAG[ k *key PAD V� JI�.sICJN AiNEL NarE P)RK A1T ALL O;MNe:4%44. Its", +404's4*i. st.l. Y t�;KN PANS D LIE IN ix,'m 18Ap OF Wet& =KS WINDQW /RELIT$ NOTES& EXTERIOR 1) INTERIOR 1) finishes per UBC table key plan Tinted fixed insulated, double 'glazed units in aluninusl frames. 0 •• At all non -rated locations - 1/4" plate glass stopped -in width as noted 1 plan -411" high. Align head with adjacent door.(V,p.M,) 2) At all rated losations (1 •'hour) 1/40 W.G. in M.M. fraars witb lovable stops. Frame sire - 2" x 40.3/40,(140441) ■ THE CAMPANELLA GROUP, INC. ARCHITECTS CONSULTANTS PLANNERS MARITIME EILDG • SUITE 400 911 WESTERN AVE SEATTLE WA 96104 1206) 467.7 201 EN II AVOW* Wert & Me 400 PO Sem 111147. Sselllw. WA 98101 COY Of ifIKW1iA APPROVED FEB 8 4186 %w ud Mir ms— ffSr: 1 M OK© 11111•ZZLAWIA= FIRST FLOipp PLAN soum &SCHEDULES con r• 90•06 ONG Air /DP' �,s Al Ca" — - -�... 7 ..7 ... AN G GI A. Typical Secondary Stairs First Floor rms. south of gridline 'D' Lab & Stage rooms All Toilet rms. Res. Over New or exst. conc. Conc. Conc. Raised flooring over exst, conc. C.T. GWB * • * * C.T./ GWB RES * * * C.T. SAT * * * * 10'- 0" 8'- 6" 8'- 6" 9'- 0" * 8' -0" @ ist Fl. @ 2nd Fl. -- Loading Area /Open Storage are open to roof above -- '- 0" C.T. Wainscot FINISH NOTES: 1) ( *) indicates typical as stated above. 2) All rooms to be provided with 42. *It v) - µl6 .^ R. l Gt mSvcay 'T o / tgarrit X (ruffs ® CARD krsAG[ k *key PAD V� JI�.sICJN AiNEL NarE P)RK A1T ALL O;MNe:4%44. Its", +404's4*i. st.l. Y t�;KN PANS D LIE IN ix,'m 18Ap OF Wet& =KS WINDQW /RELIT$ NOTES& EXTERIOR 1) INTERIOR 1) finishes per UBC table key plan Tinted fixed insulated, double 'glazed units in aluninusl frames. 0 •• At all non -rated locations - 1/4" plate glass stopped -in width as noted 1 plan -411" high. Align head with adjacent door.(V,p.M,) 2) At all rated losations (1 •'hour) 1/40 W.G. in M.M. fraars witb lovable stops. Frame sire - 2" x 40.3/40,(140441) ■ THE CAMPANELLA GROUP, INC. ARCHITECTS CONSULTANTS PLANNERS MARITIME EILDG • SUITE 400 911 WESTERN AVE SEATTLE WA 96104 1206) 467.7 201 EN II AVOW* Wert & Me 400 PO Sem 111147. Sselllw. WA 98101 COY Of ifIKW1iA APPROVED FEB 8 4186 %w ud Mir ms— ffSr: 1 M OK© 11111•ZZLAWIA= FIRST FLOipp PLAN soum &SCHEDULES con r• 90•06 ONG Air /DP' �,s Al Ca" 0 - Ha7sApe, c: ,A r Fo 4oe.dr. 251(.0.F I)fr r I'Lz•/Gi..lr.' fti3oco 'PP Max, A 5) -• 14- z Ratro FL'# ,t'y d -rTIG : GL RG — (gDoo �F r4 , Q �c�) vI 1= i ' . 'v r Cr2.10 vir4 �', * f -, G /.{-1 I►J ( 4Grr4- -Kd7L_ t 4T 5.-- Lt,.S c -a�►4 4 t L$ Ca e& c' ' P" t t3 (i a n ( L'R o IJ Go rJ"r 2.0c.:r 2 410P Pa2Trr iost4 k/ N1r. FRA►vt 1 N Pi249./ I D. A• 2662 I.ti fr ' ryOR•r 0 "D( 4.--- t 6 N ADDITIONAL FINISHES ( Fcg womFN, 9 CAMP JTER CAKt1T PATCRAFT 01104 "STIRAW PILvvE . 1YPINI; A e DK.K. ivitsiTlr1c•FAx ) GENEK6L LCCf cAKI'Gr• NATKICKAavie/WCE *271 tskoiME�NTII (SEE Pi.t rd kV-MN) Cif Kf r INe. r((.:Z Raft DENT .S% k6GRPnCr4) • W..,''XKOroT CAKPUT M! {•6t. M '14.4 ewe Lacd.fritraracuS 'iwri41 i c*6CLAL vvAit Uvr* -mAH ARAM owo21e cGu c /0418 (sat pa-me, (rr:Z TICN) Ruetiek ,G-15UkKE 5(r4P L.EvE L1* - $ )4 t &PACctsi 4Cw N ANTIC WALL C.CVEk-Ia,Kt- r11.06aw (t„a(:e Lune,) eicnH FRLOK T1LE -114A iTf Nel3 •FL 3WW40(tI'rt64:114C•) K.h5T1c 1.4M coutgrEw • N RVA MA K C,. z • 59r N,/1/4u. C•; ri c a , GFNNA. 1 .6U PAINT ^44•IE. MJIN 845 • L(< ACCENT' A - X15 -27 em 6-27 Lt4tHAVIN NI(.LIAMe, (TO dE C.GCATUP) 8410.1 i� ex6GIA1: vP, wM.1.0 WN(..rANDEM FAttitii , INC. •C AN *0113 72 1WIG6 vcr.ARI G imPtkiAL excevs.4 #51901 T'AuvE W's,I KOI=F MATT MAIN ENTRY Si NOK114 6N-tie/Act.), Pprit WAFT kw' (:AA M1„,,I,n,1nr ,n,f,, , IMIMI !MIMI' IMI ,1,!11111 1111111181 n111111r 1n111ni Iu111111 nnllin Ii1111in II!I!u11 nu111111 4. key plan THE CAMPANELLA GROUP, INC. ARCHITECTS CONSULTANTS PLANNERS MARITIME 810G • SUITE 9n WESTERN AVE SEATTLE WA 99104 i2061 467 7666 fl 144 OIFFICIE MID 201 Elliot A onve West Wise MO PO Ike 9147. Swifts. WA 1111100 CM Of TUKWILA APPROVED FE86 ,1?6 As ,Tr '. 7Isumwt Imprivreammits hr n a©© 0f M/ TUKWILA ASIIKWAIT TUKWILA, WAIIII FIRST FLOOR PLAN NORTH DATE 1' �,�/ l r • NO . - A24 Z' -0I 1 1 ... .It •. DiiITMENT HeAG o-PAkrnneKr pG- I- A,4TME► IT tEv AkTMENT HEAD *2 (!) •. (;6I1•11rMk+11' •r . (JEI- Ai.TM�NT *1 b:Jr'fiv WA INC, FILE - PkG'CC.7 01 )45iR 044- • ov#N G1rFIC* 60" (taurma L.49" • 4L A0H) rrp ALA.. FU & 1) FU6 6PON AKAI. LOCV CARP 1 UN LIi�f NoTC OTt-4 pew , n•F o �t01•yl,4n SEE nI9rRae 0 11 r-- ---- -- OIRONX VIAlaDiget MNNIerihiG (Thr ) v . CONFeRGNCE m1.4 441 emir ;.., ARI) ,r - -- -- - e, WHITE WW2 . E1rcrp( wia11. CNEKINNIV40 C'►IFt F. ce of ) 02 0 CO U 1 c : N TC 1 w 1 J •1 ')r: wart r •. MN■0ACT.44.1a 4, 6tL !q K R#ILUNG e'3= V1111.(NP�, RRr,T fi.K, Vl1rl.� ffilHH MMAIAAA V1# 44.. CO1GKIM & r-i 'u e i If�E'1" - / liCkArl 161wira4 ;AMA LA AA WM-L c00,0bl Kc�1,kK LC4�. Mt.NT r KALWF.kYlrkk 1444. 1•1 A -12 O" GGuJ11ac• 1-0 - j-1-0 f tRI wAw, TMIr: RLG k1) XcTIVE Ccf4r�f NC(r ,v 'Nem ly \c—s. J 41-0vM apnea AIL. g;' Q I 1 - --�p,E C MOM Cf FiGE 1Yr' 2'{1 REU TL ciee chit. 4;4 I 0 0 WI NEW ME 1 l4' -4 " "P1NG,A,B-LAUC, CG4111/11R CARPer- J (NI(' 14:CM) ( v v 9I• y. �I;, ► L 1111Yi AkLA . tar, 1004 t.'i 1 (I I'll cep, Wr. CGw. i,C,r•u, F uJ CIM I0 ► IIIl$ iI!►111111►11111111111111111111 11 1111111111111118 Illl1litl11111111111111111111 111111111 111111III1IIII4 IIII1II1I5 I 9 K • A5, 1 2 004-161 w� rgwIE) - ,}'1' -O' AF 40.0' ElotkE -;1~ :. DEPT, HEAD FEEL. I T .5 0 SuIr 4olu4T ('- o'o.G. VA-” 4.00 41. W/ SILJx -01-1m C.tiU'ING we MULLIot A.L.T N'rr. (.'..1;10.G. sC.AL. •. I /4)1 • 1 t4 a► TYPIChi. H :k iTh FOR ToILT fSt7M FixTUN 3 D ,4 (0' H. . CtiLY I4 PIA%. 6r"15J' —gAN. NAP 1,4115 " 1t. CHO' DISPOSAL Nor 1a ' c — .r.r -..... 3 >i r YrKA- .. r. ✓. „: jrn •SE 41 Few Al.4..4YYIG4►L. NCBd &REFEKfrtvCV',r (fit ) FUR. OUT' GMU S$4 . VolALL. (0) • 0 • Cyr) e S1zUG ' I.i pp4.. P . L,arootrl c •'. P7r"P("'C.:..,x 'P .,7v ,T. * 7 s' ,st'!+ "".'T!•a�71 ...,77, 71 Y THE CAMPANELLA GROUP, INC. ARCHITECTS CONSULTANTS PLANNERS MARITIME 9106 • SUITE 400 91 1 WESTERN AVE SEATTLE WA 96104 (206) 467 7886 201 Mott Avotrus Weft Sots 460 PO Soo 1647. !wMla IAA woe CITY OF TUKWILA APPROVED FEB6 %N M Mipovososalo kir 1 Obi 441 =V A= SECOND FLOOR PLAN SOUTH sz tylrllt r• vv.& orromy't ' 1 041. ems ;,*■ ' • loOk (?) •r 9kt E I.Irv, 1114 ,.111• r�: �. +I,,JI. 6" cl ,T�NC- CMNC 1 • et/Mr'I K NEJV D ALAN U'r K :.'_ ►Th s A -L 1 /f' • - 1 1 4FA 1- 15' IN : AWM, NAME \N /M )U. CUlx, •.. • .. '04 • •. -NEW MET FVrCv. ONWIT FiNI', 1 EXc.t Fts14&. •/.+ �9. 7. 11ti, ,.11 111 •t; ; 1 E:1. I PUN NUN al 811111. r—• k cove. r 1— ..r Its-, o..), L.. 1. 1r 1 . S.ALA ---: Ile.' s II -C 1 • , b;7'1 / 1 ;A(', NI/\IU'Ii - coi4T g "PAN al_ Neal IN a L, 1.424H6- ;AIL. ,Ec '/I t1 aokllaAVtrrQ /t 1 L. iii*N oFta)e GI,AZIN& w/ :. E t.0 IIJ�•�I.. eit lllM V ( .I161AK voku.- r i) NEaN rk^Mi vd/.w vv/ i 1.4'ivlr F1NIr ri - NEW FIN. ..9k/q,E - ertral :f PO,',TIN& FCaTIro• THE CAMPANELLA GROUP, INC. ARCHITECTS CONSULTANTS PLANNERS MARITIME BLDG • SUITE 400 911 WESTERN AVE SEATTLE. WA 98104 (206)467.7666 1111111M1 11111101 — — — — .1$(IMIN.(CCA.) tf T /•,.,_ t IEV / 1. 1 . .N EX.' 71'1 - 1' • a NEW ENTKY ALLA TICt4 r V7714.•••..• I ., , r •gre; f A14 :/L' MI'i1N6 ►Nt t.L ,/6t�(36, r . " • I. 'L/�►'�,, tio+ 0. I . !/ Y./ t :Pl./ell ., 6C• btitt.td - I• e 1 Hk. ■41.4.1. NOKTH .: _ :MATZO: EXOTINC- P�JILLINC- `;q\ ;Ida✓ of rde, l : +V6 vF FM AA k W#-&4. 0.•• . Hew Her NGW AFZINC- N9YCNt> CU) FlaJ A PST - �XI�,TIN�s CMK.'rA lk- � = ill�..l +F" (tI WAr &, ''i.•�"1 =C I './, of • - A AA +■ • ; • • 611444 _#E'x. (..4444S1 004 /'N'SOWAGL`j 3q Gtan1 G • 0441g 1'1c446,- (164 ''Ruc:url.Ay, ,L2 ) 11111111111101.0111111111111111, VANN. ST L. MAN urk.1jt14•1) ST/4K 1Y�! kUN • 11.0' TYr I :731." - e2AT �?NN 9r#) 5 ENTRY SEC-II CM JCS!• :1/ b:l'O" �TP:.IU..'1!R•'N .fOM: - 1..'� .i.GPR,M.- .,«.,A.,M..a.. �A' .... vf...... C..... b/'. M,.,.,......•, ..R•...,..4...,.,.,,,,.M.•1.... .. 3rrbinti�6t•._: [. y .y .: �, :ixa• :. :rilr..�„a..,a.: �i�t, ; v.•iidr. -..: :. .,... D cMI11s1 n11> 1.11 1111 In111i11 III111111 111111111 111111111 11111,1111111111111 111111111 II1111 II 111111111 111111111 111111111 111111111 I!I?I1111 *.:• sn;! ^t y::qt r¢.r- .�, `4M' PrF3b x ea�ry;: r� } e 2NV R.CCK 1.k>,vEt. -ACce 4 FtLC401y6. _9 NOTES I,) ' e eARl'CTL \L (WC -,<.' FOR. Gt (oLIT +C N WOR1c 2.) (EE eAr1T ELEv• FGi, -Tyr. NCTEl. , FERENGF ?).) EN r 4N1;EA G IA1 ZI Nk'v ')NAL.I. tie '.11Cr KUr 1 CIF IF lel wi SAARI HOUSE It s, INC 201 Elliott Avenue West. Suite 400 P.O. Box 9847, Seattle. WA 98109 CITY OF TUKWIU APPROVED FEB 61986 Ilt1 1. ED i IOW Tenant NnprovNnsnts tor: ASCCD 401 TUKWILA PARKWAY TUKWILA, WASHINGTON ELEVATIONS & SECTION AF AF v,SSiows Me DATE (' W' C* owo AIP /D�' c.„,„ 1 15 No - A5 • • • W ZO (aAI. e0,44.IN& i(. ^ 9IZCVIcCI eN.KCv, eM 1 1 No - - t/iLINC� FOR. PeTAILs 1' %of 1 WAIL MOI.'NITE2 KAILINC- NOT GLALINC, ' CWOOGR TftPa Zx p,R, ---- ----- wD.Z -of ReL IT. MULLION NGJr TO SGALS`�. tsY 17Z" tIANPRAIL CPC,,TS , ,O" OC . rw) ' tAIR(2- 5E0 5tt iIGT FOR DETAIL FIN . FI..R. • TYP R"ILING (6 ' T L 5TA112) NOT TO SC.AL.E (I2 p sl M TYP ALUM. &LAZ INC, 6%0TEM TIP EXT. &LAZING& (SILK.) I. _CI 3LINK /F1 CWEt.PEP) Yto 1 +N! Ds W /yTANI7IZ2 CHAN St■isse 0 EA, ENO 1 LACKED - vooR eZYUND J F (,IA !— FLANt• ;t t1 =1 LCD PLAT FORM RPu L I N(v I "•II-D" a &W e) OVER. FuZKI NCB / INSLL • EXI'T'C& (-CNC (''AW C L'T OPNING) MAD c.cRNERI; SEALANT TYP ALCM. Cvl- AZI(\'& 5(5TEM ALAN-r $ MET. FLSi-t'G -, LAP FLSM'C� aver.. HEAD ''4'1 TY f: (LAZ I I.b (HEAP) 1111 .1' - ^ 1 (p/ MAX(, TO CCL OR NEfr'R S:ht X'TROC,TION -- 4" MIN, T`!? PPgTIT ION ALUM, END I'Iz x /Z = AWt`yT 1utL. FC. A M TAPE -r(2. MULLION (A‘.LJM.) PARTITION / (MULLION JtINC.- T I ON I;T`t P) I'I = _ pa /48'Gwe 3 /Z' FURRI NC7 s-TIZI FS 0 244 04. R- I I eA-rT INSCL EXIST. CUNC• ALL TYP. 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WALL °RE • eNGINeeizE.0 ALUM CANOPY CCLI� F!Nic,1-I) o.5, - 36.'4 scHao. 10 ----"' peer (PAINT) SET 'N C.AA+,,ILK le Top, DAY1.1GHT ® G. G'.V, c3Tg4PS ® (o' -O" TYPICAL CAt1Op( N © ecoAI.L VIII &LASS ',A?E wD STof (1;FULL PaLiTs 51U. 3''•ILO'' CA■4 512 +P4 GGPING (PA 7) ti EW 3 PLY ROOF NC- Ov ER N EW °LYWOOD Dec-44-0-1746•1 N N , 4' C, L',LOC•'G • ZdeCliRt TO W /V8'4 �i 50L7S (48' aC. -- (GOUN•rER .SINK) co'.. 2x04 f3LCC414C, FOR SIGNAL. QENF OPAQUE PANEL :•J 57 CRBFKON T cToQE IaaJT GLE3 f 1 '12O0F FRAM JG .Dee STRUCTORAL. t5IZACe-A":3 12E0 --- - - -`r= `1Ah11JFACtU'RE2''� RECOM'SNICATIO 4' GUA 6 ® SJILoIN6 EN1 Ti2ANGE PER yea TES 3 Li FT ofsRATI WN FIN. FLK. CN►-Y wHEN 551JPVENT EMC►�AL S , S R 5E C ioN • Remcve D . 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Ilnlnn nnllin 11111111151 I nnhnl nI :rsa.• 400x.0s10.1.7.0 .•:- •r�•r:x; �.�r�,ag °".�4�i�tl6'�?`• (CAD F ASHIN�.� -� STLICCo EtokrEfoor. GYP SI4EAT�IINi, METAL ;:.ASN.IuGN 1 S.uPPEn.S - TLUN MOO F . Nc, ^Z4 JvE R JP WA;.L TO JNDEtL OVER 'h" ".D K PLYW000 4 1j4- " %2" rt -11 PLY wOOn - STA,N, I O(1 MDO P;.`r WOO - PAINT. -;)14 PARAPEr ■ r • • xcv T KOoF (DECK R-l9 IN�L�L+. R -1I IN5L11 e-:-LANT c.11vPco u 14:1 a • t&)T1.: Il:,UVIOE tl'u:'� It ALTtI NA1% &A. I•-k:h MFK Is j:E �:OMIw1ENLl�T ION AT FUL-t... NT. Lc XA1 1ONs DEM 1 :.) I NCv v\//4 L L (% IG)N - sT L'cT t L.) viz." I'' 0% Fat r NON Raft 1 CRICKEt OMNI° • THE CAMPANELLA GROUP, INC. ARCHITECTS CONSULTANTS PLANNERS MARITIME BLDG • SUITE 400 911 WESTERN AVE SEATTLE. WA 96104 (206) 467.7666 201 Elliott Avenue West Suits 400 PO. Box 9847. Seattle. WA 11SIOo CITY OF TUKWILA APPROVED FEB Mk ID a. ,,r(•..� �3.,.t L ltneat Impevvenents fors TUK WILA, WAINSIISIy N DETAILS REVISIONS oe "' , 2, DATE r• 11)v-o(0 O ,P /PI c.*D EMS ,* A6 . . — e% 44r I MEN -irME k. 1w(Mt, ,, , /(YF'rr ^1t ••M *t, ) 1 F:. O ZVVEL do WA:WE - (1YI) PLTN 9{ ONEk",) -Or4,-O i v r FG, , 1L_ YO `Ei4 I. X - r 2 ! N C"LMINC -' - A (..pcor1►+- (:+4iW 1 4)04611 ' pti✓ `TayEt, vy �'� 1 ��� i C I"f i i� I'.•�' ' I r_. �, I�E C E I V i (d L-" fir. falif) Aen i.A.4. WAI_L'..1([./fie 9'f r 1. AlNWPM A ^t3 1 11(( I' i n�.►. !• (1.•. • • ►t:. k 0141'111C Nei AkkNevI 4.t zfofv.t M tl.1r. KCK W tilt Ir?t • • 1 I 1- IF - 0 v w 0 MAN CO,* i tom, 1V;"FLC k A7 24' -iI 91_tu -I I-C" 1.elt 4wv Pura Icy 1,` R. r< FANiCk .AN r4 hl(� grA14 x. . rl' • �" 74" I.t'IV gr- CsRAP 'O HAVE ai r, 3 OA 4:e > I " � I ►qtr' 4 Jc1zefi 11144 ► v2, k .HMA, HAVE, CU .k16NCE op 11• 1 fit" 611NN &Klu, k 4WA L. (Mit.1, 6404 ,0 045 C" ill _ ¶ iCIJ -" '� o ' .Ic - KD \\\,rFD. 421.1 ME4 M' GIMEN -1IGN i ,NOMEN ()) MrM1( L Gi $k.&1. L c4.14 'Amex 1 i I It"S;11- Nw v:v _ k Tkb;rt 5-c" II 21, 4 L4*1' 3'CU94. CI,EAI CM 1!III111 8 !ohm tmliiti IIIIIIIII mkt, IIIIIIIII _ 9 11 t • 14 I1111111I ,,,,11111 h I n;! tt ;.nn(n,, ,,III!!!! i M ^(;c` let) r=L�:..►' eXAta THE CAMPANELLA GROUP, INC. ARCHITECTS CONSULTANTS PLANNERS MARITIME BLDG • SUITE 400 911 WESTERN AVE SEATTLE. WA 98104 (206) 467.7666 201 Elliott Avenue Waal Suitt 400 PO Box 9047. Seattle, WA 941106 CITY OF NKwIu APPROVED FEB If 1#96 Tenant Improvements far: 409 T KWILA p* WV TUK WIL , wAIIIIINe, N RESTROOMS ONE 1' SDP 040 I AP/PP. ;7.^M, `r. 4t, k ; ;i'.;. b'6 v ,�1r�4,`�Fa Vn'• . nh ng: -' +r' =) • • 4 w 4 r 1, P1 EVA',N S4 11, 0 111111 1111 1 1) 1 1 1 67-777---t F////////21.i K\\\\ A VS/ BLACK DRIVE ilf-L-10 idLo 4fr 11,2_,L4 eito* -14 $10 .1 11111 1111111111111111111IL M1/ +sv 0 3 120o e 4'0.0 "r 1.))/die.a" Y.I. *0•) b0. o deBessemeeetieir Crp••••■•••••••••••••=m• Mb114 f=i.00r), oNL'' r,tshGV ti •T. I. M,% F L O p fZ 4, 1.1E i i t-4 i -4 Z W -T a. ?0.1':1./ 21.0 X 0 d 1-- W tt 4 Li) :r�r gll?EW�s,t.IL �i Se10ex, Td G ! T 'fUGK.W i l.eN "TAP-1 0su U4, •••.±•.• L=LA,L • TUKWLA 19 0,0 i2. SI T PLAN i I4 4'O pi GENERAL NOTES LEGAL DESCRIPTION Lot 3. Andover Industrial Park Number 1. King County. Washington. as recorded. CODE and USE Uniform Building Code. 1982 edition The proposed UDC occupancy of the structure is H2. office. storage and laboratory space for computers. The structure is to be constructed so as to qualify us type V N construction. The buildings are to be provided with .In approved automatic fire extinguishing system throughout. There tires streets or yards the least dimension of which is 60 feet on .ell sides of the structures. The 1►asir allowable area for the use and type of construction proposed is UNi.IMITEI) per UBC 506(b). LIVE LOADS Snow Load - 25 pet Wind Load 90 mph wind. exposure B Seismic zone 3 SOIL The existing continuous and etiolated spread footings have been designed for 3000 psi' maximum bearing capacity. The new and reinforced footings have also been designed for 3000 psi bearing capacity per Soils Report prepared t►y , "GEO'I'F:CH CONSULTANTS ". job number 864. dated December 28. 1985. Extend exterior footings 18 inches below adjacent finished grade. One third increase is allowed for wind and quake loading. coefficient of friction is 0.:35 and passive lateral resistance is equal to is fluid with a density of 250 pcf. CONCRETE Concrete used in footings and slabs on grstde to be re :3000 psi at 214 days. Design per UHC 2608(j) alternate design method. Concrete is to he made with :I minimum of 6 sacks of cement per cubic yard of concrete and 6 gallons of water per sack of cement. Minimum protection for reinforcement Is to ue 3 inches it the bottom of footings and 2 inches for formed concrete exposed to eiirth or weather iind slabs on grade. Concrete footing construction is to be SUPERVISED per I'13C 305 PRECAST CONCRETE WA1.l. PANELS Concrete to be F'c = 3000 psi lit 28 days. Design per UHC 2608 ultimate strength method. Concrete is to be made with it minimum of 6 sacks of cement per cubic yard of concrete and a maximum of 6 gallons of water per sack of cement. Any additives may be used provided the specified strength of the concrete anti reinforcment is not affected. Precast concrete well panel construction is to Is. SUPERVISED per UBC 305. All panels to be a net 6 inches thick EXCEPT ns noted on the plains. Reinforcmcnt to be as indicated on the plans but not less than number 4 bars spared at 12 inches vertically and horizontally. Center the HORIZONTAL burs unless otherwise noted on the plans. The center of all panels is 3 inches from either face. Minimum protection for reinforcment shall be 3/4 inch clear at the irisi Ie surface and 11 inch clear at the outside surface. Additional reinforcment is to consist of: Two number 5 bars around the perimeter of each panel. Provide elbow burs or bend the perimeter steel as for an elbow bar at corners. Two number 5 bars around file openings greater than 24 inches in either direction and one number 5 heir placed diagonally at such outside corner. Extend the steel around openings 24 inches past the opening or as fur as possible and hook. Provide additional steel as necessary for erectiop stresses. Provide construction bracing and leave in place until all structural elements are complete. REINFORCING STEEL Concrete reinforcement to be fabricated from deformed billet steel. AST I! A • 615. grade 60. Fy = 60 ksi. Fs (outing design) - 24 ksi. EXCEPT grade 40. Fy -40 ksi for bars indicated to be welded. Lap all splices not otherwise de!seilecl 30d or 18 inches minimum. Welded rebar shall be in accord:i nc•e with 1'liC Std 26 8 ( AWS 1 1 ) for 125 percent of the yeild stress of the bars welded where detailed on the plans or otherwise approved. Provide e1;►us (oars oft corners and intersections to spites the horizontal bars. Welded wire fabric to be per ASTM A 1115. I.ai► outermost cross wires 2 inches where adjacent sections join. Pi PARKWAY (f) 'whiff s111�11n :11111111 jtllllnl IIIii1111 IIIIIi11I II1111111 IIIIIIIII,IIIIIIIII IIII�III�I I!III1111 IIIIIiiI it, IIIIIIII II IIIIIIIII 1 - +.-- .- +...+•••••• ••1,N . 1IISCELLASEO1:S STEEI. N1ncccllancous structural steel and weldments formed from hot rolled shapes, plates and rods to be ASTM A 36 structural steel. Fy = 36 ksi. unless otherwisse noted on the plans. All weld+, 10 be r.o•.anuoucs fillet with throat dimension equal to the . thre•kness of the least joined member but need not exceed 1/4 Inch unless noted on the plans using AWS 5.1 class E70 electrode*. Welding is to be performed by welders e•ertified by the Washington Association of Building officials. Steel is to reeeivc one shop coat of primer paint after fabrication. Structural steel erection mid field welding is to be SUPERVISED per 17130 305. FKAIIING i.l'IIBER Wood framing to be of the grade nncf specie as indicated on the plans and graded in ne'c•ordances with t'IIC Std 25 1 . :.:5.3 and /or 25 4 to meet the stresses indicated on the liens. Other grades acid species may be used provided the stresses and MI cluluss of e•Instic•ity equal or exceed that specified. cil.l'E LAMINATED LUMBER (*lue• lasninnte•d beans to be of the size and grade ns indicated on the drawings. t�lur laminated lumber is to be fabricated in accordance with U13C Std 25-10 and 25 11 for dry conditions of use said industrial lappearnnce grade with a factory sra0(41 surf,u,e. WOOD 'TRUSSES I.ight metal plate connected wood trusses to he designed and manufactured by a t►sbrtcator approved by the Building Official ;Ind the owner or his agent in arcordane•e with the provisions of UBC Std 25-17 part V. Members to be sized to support :iII imposed loads but not Tess that the sizes shown on the plans. The fabricator shall suhmit shop drawings and UBC verification of allowable stresses in the truss connector plates to the contractor, architect and the building department :aid obtain approval prior to tesbricntion. Shop drawings shall include: 1) Size. material and cc►nfi),,uration of all trusses supplied. !) Stress diesgrurn or c•nlc'ulalion and loads used to support the design. :1) Size, nttac•h>nent and loention of nil required bracing. SHEATHING; Roof sheathing to be 5,8 inch STANDARD APA plywood or reconstituted wood planets per report NRU• 108. exterior glue. minimum identification index 32/16. Lay up with face ply: uerpesndicular to the supports. Tit; long edges or provide ply clip;,. PSC to support free edges between supports. Nail supported edges at ...I inches find interrncdiate supports fit 12 inches with 10d common nails. allowable shear is 215 pit' per NRB- 108 table It'. Equivalent ICHO approved power driven nail, or staples may be used. Floor sheathing to be 3/4 inch STANDARD APA plywood or reconstituted wood panels per report NUB 108. exterior glue. nmininium span rating to be 24 inches. Lay: up with long panel direction perpendicular to the supports. TiG long edges or provide ply clips. i'SC to support free edges between supports. Nail suppdrted edges at 6 inches and iiite!rmedinte supports at 10 inches with 10d common nails. allowable shear is 215 pH' per NR13 108 table 1V. Equivalent ICBO approved power driven nails or staples may be used. CONNECTORS All connectors to be in accordance with the provisions of UI3C Std 25 -17. Nails to be common wire nails. galvanized where exposed to moisture. Minimum nailing to be es specified in t'HC table 25 P. Machine. bolts (M11) to be ASTM A -307 unless otherwise noted on the plans and of sufficient length to pass thru all joined members and fully engage the nut . Expansion bolts (1:13) to be PHILLIPS, Red Head Wedge An :I:or,. per ICHO report 1372. Washers to be used in all bolted connections in contact with wood or gypsum. Sheet metal hangers. connectors and framing angles to be as manufactured by the SIIIPSON COMPANY . San Leandro. California t. and installed for full load values. Expansion bolts installation is to be SUPERVISED per t'li(' :305. MASONRY: a. HOLLOW CONCRETE MASONRY UNITS SHALL BE GRAMS "E" . (f ''01 >k .13 PSI ) . ALL MASONRY' SHALL BE ERECTED IN RUNNY $06111 _ ; ACCORDANCE WITH THE 1982 t1NIFOI04 BUILDING,CODE4' �Lsii SHEAR WALLS SHALL BE GROUTED £OLID FULL Unger MA .. FOUR FOOT LIFTS. MORTAR SHALL BE TYPE "3" (fm st.lealtiM#L 28 DAYS) . GROUT STRENGTH SHALL BE 2000 .P4I,11r.211 «i MASONRY DESIGN STRESS REINFORCING STEEL S (fy ss 60,000 PSI) . SP • 1 I understand that the Plan Check approvals are Subject to errors enc' emissions and approval of plans does r►ct authc ' c lh' violation of any adopted code or ordi+.;rce. Receipt of contractor's copy of approved pians acknowledged. By Date Permit No PLAN REVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY - y SUBJECT TO INTERPRETATIONS OF THE GOVERNING AUTHORITY. ERRORS, OMISSIONS AND INCONSISTENCIES. DATE IN 1,:.6111. BY A-0 DATE OUT..2 C• MAHAN i SMITH. INC. 1117 N' t ) e y • ►i,,ltCI 1?' "1 t,,s,•19E 11171 ---arror ENNA APPROVED FEBi� l 11Yl f'h •. c••a1 ......r. ■••,�grn..,•w.,.�...,...tp SITE PLAN and GENNERAI. 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CONNECTION DETAILS Tenant Improvements for: EBASCO INC. 401 Tukwila Parkway Tukwila , Washington a • 0 1 4ft tog to wt-�rl - V4. e? CITY OF TUKWILA APPROVED ----- /.4 f FC 8 O W1.1 „;� BERKLEY STRUCTURES INC. 0 and W PROPERTIES INC. 210 Elliot Avenue West Seattle, Washington. 98119 1 . g o o d f e l l o w, a r c h i t e c t • • a t t 1 • 3 2 3 • 6 7 7 6 • • e "" Sl• 14 'S •• 4. • S., •••■••••••••••••••• 11 , I , t .1 • LZ PLNC co 41-10 F a Itt? 1 t to atm Pa. 4 0 or ea i• of API. c..v. • 4,1,4,C Oat Itt 3 101141.14•411411•41.1.411.041•411.1*no... • TrIt4lords rrp. • 1414•44441•4•14 foundation / Ica st• 2 11-4 • ..: !,^e an •••••••••••100041144•10■44•14411•1•14MMMIMMINT.1140 • ....rso/46611141.110.4.• Av.*. I..** • s • 1.4.4.44411.. 'key plan CM 1..1.11611!.„!•••111•f.mdiru Ur whitt111111111i !whin !whirl ,40/#1,4A4- • • 41 4414.4/1144,4•••••••••4114444 4- o 4_4470 &R. 600,11,46,r 71-47. evoussto 46.4 al.do• • • 12.0kilova - 444K 4,01.4.4 I 41-S 10. WAIST, Cal 6 footings v+ tP4 • vzi. GUI 51.1%10> -c..01.11,4114 0.4, 54 t.giTUT-0 1-4q evi, p, ApriOnD 9tt elev. it A, n4 it r"Tre 6 C4,111t 4'-e."' 4 g.v.i footing •* 1r% Vt. sil rsic ! ' ARi,19 1 tA, JAN 4...................a........................................, FOUNDATION PLAN i • Z. 4 F;44, Virk Met ------ 14;:glepeameeifip he: 1 1 ".latIMIlelft BERKLEY STRUCTURES INC. 0 end W PROPERTIES INC. 201 linen Avenue West as gion . 10 Seattle, Whin 981 SLIM II • t • 3., . . . . • g • •411 f e I I • w , • r c lis I t • e t. im:......it., t I. $ II 6 , • 6 P 7 6 II lb II It 6 ..0•...mone •e* • • • ;l 11tr t ••• .• . 4 1 4 • •lotto -rai4 Dr zXo&»iAt. WIHLtrest 0 0 ts • 1 14-1 1 1 1 1 • Vii11011■1•1111•■ a 1 bI 10 • a, at 4 a. PLIWAPO t.41 U P A* 414111-4. /so 4 H4.40-444 .+1 .64■0 " •••••-.../ 41111011■101111NYI • 111■•••=1•11.••11.1■■■•■■■•••■•.■./..ba....../•■•••••■■••■••••••■••■■•......n....... 1 VITI.Los,o L.I112 LISP .•••■••••a. 414•11111M4*. 1 4 4104 K. W41144 Itse p.44.4•14101161V1 isting PC, 1LL(LJ TtI fZEE.L. • mezzan 11.1 * is D4 Aomeme...s....410.141****Iim****Potee*** • $101~111aNstEssesPaamvxmwrs■•■••■••••Ag• l...i" 1 ne framing plan south h-Trt----- 1 1 • IOW 16.6 detail 1P4 L4 y.4 )041 ,t1I-o. "/ :-W NCl/ EFIDXY Ari CA-lofts LOCP■T re; N-14 LEA (1). 4113'1°G S‘r r) V detai 1 V40, 114 1p4 -rttt,.#.*$, 4 ri--- 331.1061 At.. ST CO Harks-I-16 . . . • • • • . ••••••••'..••••••••••••■•••••■••■••••••• 121/1.77Asott,..dc..." oet 162'1 -ry f-11G-A detail ,1)/ 11-1 1/-14 Wt. I- :'rip GONG.. ce-ILit461 - • 4'. 11/2-101:4 64:21241446.. or: t-K-r • • Pt w ei V to 41•1111111• MMNIM .100 WEI& a.= MAD IMILIO •IMM 01410 • • . • 45' 1)11. %At INk luerixiee detail Alb ••11111101Nolm1sme..•• •••■•■■■••• 01110/1.=••••••." ••••• oleo 1-441LJENL. -.112Ur-As entintris • detail MEMBER SCHADULE Mk Member Mk A W 14 x 22 .1 B 14 16 x 31 K C W 1', )..1 •, L D W 14 x 22 M E W 16 x 26 N F W le x 3b P G W 16 x 31 Q 11 W 14 x 22 4.. ow •■• • • • • Memoer 4 x 14 No. 1 DF 3 - 2 x 12 No.2 DF 2 - 2 x 12 No.2 DE 4 x 14 No.1 DF W 18 x 36 existing W 18 x 55 existing W 16 x 36 existing ke,"1 •/14/6415g1-41 x 4- ism. Poure.pilLer4,0E 1)/ 4 11-1 P woo 10-4. Hore47) C-Cn•-4C,Ctc-re- 6/4* gel ICI °("1 detail Vet MI5 TO 411 t.s1.1; kiwi Lc, .41 ufmi. PAN Of *8,o Of mow • APPROVED FEB 6 A*6 3. JAN ;5 1986 BERKLEY STRUCTURES INC. 0 and W PROPERTIES INC. 201 Elliott Avenue West Seattle, Washington, 98119 key plan .m ezzan ine .••••••••••••• • 4 • I .‘ go•df • 1 1 •w - archlt•et cm 6 IttilItti J1711717: 111111111 1111111i1 111111111 111111111 111111111 °Imo IP; - 1 1 , 14 15 111111”1 1111,14,11 I 111111111 11111,1111 111111111 111111111 • 4 ••••••••••••••••••••••••••••••••••••.• $ $ • 6 6 b • • 1 •7'A , •.„ • 44 � t • fns. P Lit • tet.. 1ij -* vat4" V ow 4 cot.. wtd � i•tk< ) ',AAA. el ti YQcot. ;s? 1 "'411r4 YK C.DNL • Sl.,M7 MEMBER SCHEDULE .... Mk !Member A 13 C D F H 14x22 16x31 14x22 14x22 16x 26 16x36 16x31 14x22 Mk Member J 4x14 Nol Di: K 3-2x12 Not DE L 2-2x12 Not DF M 4x14 tool DE N W 16x36 existing P W 18x55 existing Q W 16x36 existing R M 10x0 S M10x0 framing plan north half - - • w. 444. r key 1 plan mezzanine 1 421,01! 1' GIN FL 'kt;1c t' IA *' A'$ -. k44" Vox Z Wax •)D •Y;1.30, • - wilif det.41-5g;*tptycietp) .II Z'•4 t* 4 ft 4. Otl. v 1x47''WV.4O - 4r1,Wik as 1b. lc 4, ,4•. • Ve ft -- ' ft r w iliftv at,. oYo ge. /Ross 1 TRs lV.til0, w T. t- --- wio GM/. detai l Ilk 4 IL1H NEW detail 104 .4. 'vs La- detail �1H � Ito 0 grid -± Ws ill IC Y�1 t0 cot.• cmr of TUMM NA■II_ ELKCI, PER K,,414. APPROVED '-x4 51-rc.4. S /fTP FER K /.Si+ LoGATE C^'' EA. vie Pfr4o450DLr rf uE.e s & 24"• 4x8 LEp4 -iER `1 %"4 f-! RAboirr @ 48" c. FEB 6 1996 r • MZZZANINR FRAMING PLAN WORTH HALF) MEMBER SCHEDULE .... Mk !Member A 13 C D F H 14x22 16x31 14x22 14x22 16x 26 16x36 16x31 14x22 Mk Member J 4x14 Nol Di: K 3-2x12 Not DE L 2-2x12 Not DF M 4x14 tool DE N W 16x36 existing P W 18x55 existing Q W 16x36 existing R M 10x0 S M10x0 framing plan north half - - • w. 444. r key 1 plan mezzanine 1 421,01! 1' GIN FL 'kt;1c t' IA *' A'$ -. k44" Vox Z Wax •)D •Y;1.30, • - wilif det.41-5g;*tptycietp) .II Z'•4 t* 4 ft 4. Otl. v 1x47''WV.4O - 4r1,Wik as 1b. lc 4, ,4•. • Ve ft -- ' ft r w iliftv at,. oYo ge. /Ross 1 TRs lV.til0, w T. t- --- wio GM/. detai l Ilk 4 IL1H NEW detail 104 .4. 'vs La- detail �1H � Ito 0 grid -± Ws ill IC Y�1 t0 cot.• cmr of TUMM NA■II_ ELKCI, PER K,,414. APPROVED '-x4 51-rc.4. S /fTP FER K /.Si+ LoGATE C^'' EA. vie Pfr4o450DLr rf uE.e s & 24"• 4x8 LEp4 -iER `1 %"4 f-! RAboirr @ 48" c. FEB 6 1996 r • MZZZANINR FRAMING PLAN WORTH HALF) 0_ ,t . 29't� • - . 4 ,� .. . 1 BBRKLZY STRUCTURE$ INC. 0 and W PROPERTIES INC. 201 Elliott n s tt Av ue We ` SesWe, Weathington, $511! . t it 2.3206 • • t • •.M • • t .. < > a • 1 . s•• d 1• 1 1 •, , a• a M i t•• t • • • , i 1 • * $ 6 • 4 P P • C . millM i, Illttt111111tlltl, III o oI a tv 111 121 131 141 15 in,ItiuIrinlm,hiiiInni,,, Imilnn!',,, tlnhm millni Inilnn illllii;nlniliill 2"'k 7; ,77. _ r s.l7r�alr x>stTaz.ec . a�yr5� �:i;�rp�h ;1 ":W *r�- ^I�, i4 ':.�'?: <•�, .1, �';i? .Yr -�'��a ". , `• 1 _ RS w+u a,•.. t r r. j • tread - riser 1/4-11 1'11 stringer Er..H I tat ., Ht4 bb corm. b 0 tr ±A /kP L 'x2'11 1 u fw' 2 •� 4 1 12 ci, /1- 4 iI � landing stiffener "}--f 1 /e, IN 14 • 'h• 2o 1'1. N3 2Of LIFltitIl: ,Tp t . 4O %1 rtg, :al- 4:11,.11 1A3 'lj, 12'44 4, Or t$ri0110 -�Tr 0 ?►j5theT 4 411d Wei t,t. ME IOW • GG ttbM TO -1-40.M • 77 p. r:.J. 2 ,11 At 4-4 VA' Of ,Jt ttv ap..g40 11 1 i1),ty,e+G';, ei2 H .3 11 s' _11 lP ? t 4' l o, 6 ” 117 'it" 4--1t c‘n P:1t -INLI typical stringer l /Q, t1-1 1t-I /IV it r- see, (.W I ?) : c'YGr2 50 as stair top conn. Is.1 1t•: 7 y4"fe 41/11`t co" MG 12 1 M..% Iii i0 ivt (.4) Y �k 12, g'I ' (y 17 ,� 11 D nu mber 1'L IN Mt- l00e,4.4.1-4( I2x ID•.n upper structural 1 1 O - section I/4, 1H >. IZ 114 STAIR lower structural 1 /44, te4 iZ iii NUMBER ONE PLANS CM111it11.1111111 „1111111 11:111111 111111111 15 II11;1111 1111111111 STAIR NUMBER ONE NOTES... stair bottom conn. 10 14 . 1 IN 12 gage steel pan filled with 3009 psi concrete. Reinforce with number 3 bars at 6 inches long way and number 3 bars at 12 inches short way. Furr around framing as shown. hest framing on extended stair stringers. ,; Cut slab and provide 24 inch square by 12 inch deep footing under post with 2 number 5 rebars each way in the bottom of the footing. 1412 NA • tiii I,l ‘......1 ler II CITY OF TUKWILA APPROVED FEB 6 1986 EAST ENTRY STAIRS (stair number 1) DETAILS a R a 4a,r114.01.13t0 Tenant Improvements for: EBASCO INC. 401 Tukwila Parkway Tukwila, Washington .. --- •• ---�•- BERKLEY STRUCTURES INC. 0 and W PROPERTIES INC. 201 Elliot Avenue West Seattle, Washington, 98119 tt . Jan•241110, • ' t • . . �' , b. r1 • t '.. a . 1 . g o o d f e l l o w , a r c h I t e c t • . . t t Ile 3 11 $ • l i t r e • :vt 8:;,.:16, ti:•:,' • LL- It'O • • W14 (HI.W 4fo G °L• .:�' ,1 New) /i i 0?( ci i -- I�►-10vl; A" It 4;11ux to" . 1)/4.SI Ls P:, TO cONG• w I t, c l✓) SIM. i1 Eb. 4117E (;1ov6 —_..._ GXY G�. COL. 14514 cot, "s. .19hou 4 - -..... - 1.10 • deta i 1 1 I�2 11-1 12 IN /t:l;Wh /uoST4:4`, G4LUMN J /17,`l42„ r " CO I/ 4--1/4-11v ,' W EL A7 1c? V.21•1. L. W 12 CN.W) 4 I/4' t_ /A4)X 4" ")c'77" WELO `T' i3 To coI.. ei)e) 4,'Ix co" I7E14. Of 13L47G1=-_ wiTI 2- 15(,9e) • or- " Lu at! r%15T'/i wt,ca". ff �1r-1. 111 r teA Si, i', 4 �-- W 14- (.1-1W !-I ' /d. 61. +14'T 414 \ COL. 1.10 detal 1 1,411 11 If Cou W(Yt I. Mt3 V4')( r�� 4 eo PLIG G /4"L ("file 4 ")( fpll w I'r1� 2.3/4 H _Yor,►.1.4'L.44ce io t XY'il , CC 3 -1G. I /4W A 4-" wt t#o rit.M. tog . V4 "L'Ji VA/VI 44 2'' WGLO t4 Lto Who " /f11I. 411x -1" 2-4,/4 ►-1 o Yd r -i - wet-0 TD COL-. D(7 704 1T 61-417 1,110 p -4 d e 'c a i I I IN • 1I, It•1 Na\•/ I Z" c, I .P j HAUNCH NEw c.Au !� 511 EAR∎ A LL E.XISTIN Ct GILL., PLIt,! ,FOoTINGi, 4 W,F C2L. '4. IN 'VAN I N 4t 4 DOWELS To ( .TGN wAL.l. .`.• "EEL PE. R C /s 13 17 ET 1 Lr-, r�M 17Ts7 detail .1114 0,04 t I�I . rt,rz. w w 1 u (1466) f/A'Ie UHT 4.11$1"x1o'" .2. •'a/4" L rb .8 Co Ht.. 1,-14" M R? `ro P*1 risino j wcitx, -ro col... w cOL. tN 6,∎N 1 �V /4'T 4z4_ • LATERAL SUPPORT FRAMES on LINE L and CONNECTION DETAILS Tenant Improvements for: EBASCO INC. 401 Tukwila Parkway Tukwila, Washington 0 1.10 cnY OF TUKWILA APPROVED Ft , 1986 l 0 : 4rt.Gr L Writ I. rYl ttsi ; ►UN BERKLEY STRUCTURES INC. 0 and W PROPERTIES INC. 218 Elliot Avenue West Seattle, Washington, 98119 1 Jan.3,19$5 a . 1 . g o o d f• I l o w • f l a t t le a r c h l t• c t : I $ - • Ir 7 • • • 1 1 !mini! 1!n111 ilm11l11t tI11I1111 !11111111 II11■111!,IIIr1111l 11101111 11111”1111 111111111 11111!111 IIIIIIIII sii Ittit 474;1' 1 4 i r i L ROMovo t rZ4J -1 p 1~ 2 H °- r 6)(W 1. G�ISYI, --Icy row-losrio4 rim t I-4 -- 1 , 51.6.6 - - - -- H °'* ak 11)1" 2 H4 fir. rooting an L Vi TO Cz 0711 I / 4' IN .. IZ IH C N T f? Y `i 14 REA.O' a� !VP/ . 71-e701 191,011 • n e T 0144.01)e t.�� rix14TIF 4.-T 1206, le- WA -L- 1 L S f(, r tote, Fitt 'L4•" loacs Rb4 pL.Y W0v O $EE clew flow./ M -g.° 41 ItPF -Vlv 4 a f w-g (�ftd11.1 Pv(Woop 2.2 =� -tit pF • l42 CM OF NSW APPROVED FEB 6 il0886 ti ti deta i Iz,N IAN r 'VS' • detail I w ,r 1 /.Z, 1t4 ,y, 12,1r4 EAST ENTRY DETAILS and PLANS Tenant Improvement, for: EBASCO INC. 401 Tukwila Parkway Tukwila, Waahington 0.1•..10.•••■■••• key plan a • BERKLEY STRUCTURES INC. 0 and W PROPERTIES INC. 201 Elliott Avenue West Tukkwila, Washington, 98119 1 g o o d f e l l o w, O a t t t a a r c h l t e c. t 11 * 11 • s 7► f s CM I 9 Y• 111111;11 111111111 mill II 111111111 11111911 11111111111111111111111111111 111111111 11111911 nnhni nuhin maim nnlu` IIIil1111 fQ 4 r stair tread wl� r1R /L)( �'IX `(O 51.0 r1-ad R. el- 07, 1 ?_, 2A 10 • r1 t; // vzsi L7I7, FIMOw 1 0 42/4 Poi r:Ro -1 2 k) r Row' 2$ I2 tread - wall �/4, tN Ir1 • 1 tY-21 L04-6T 1 v 1.-1 b, t 062 4 1- /�I� L i W ( � 1 7 i > 1 - 1 1 9 - -4 t MT I. SYL L2 W/), L -L. ---- - 11/1-115Y0 i rot -1G. '/4 L woal) /- ‘S - A I LV" • I � r5RrMc- ---- -- / x a 1! O I' `,;d i? WALL• I I 1 at 1 O. n tt 11 U -- ,1,11 41- R7'1 south stair section north stair similar P • '1" dl- 4- fie .t. v n ••w 4 11)T— .� c or- t C Le7 v,/ t 4- �-- -- w'L1 4.0 51, 21- I 4- w so (�) 1�" x 1;7" W11 4 - 1/4- o, b.0 Pb t-4 L' 1 = I /4x l o" WE. Lr7 t) GOL•. D -O !-1= v" tax 5," x �ut." P/Sh 1 I /4 "x (of' `61P-1-12 1.0 Y/10 detail 4)/4. Ira I Z i4 C10 IH,, 11111,111 111111111 It11I1111 8 1111h111,1111hri 111111111 11!IhrIt nuInn 111111111 III11!Iii nnhnl n,11MI nnhln !who, P • CITY OF TUKWILA APPROVED FEB 1198$ • SOUTH STAIR DETAILS (north stair similar) and CONNECTION DETAILS Tenant Improvements for: EBASCO INC. 401 Tukwila Parkway Tukwila, Washington BERKLEY STRUCTURES INC. 0 and W PROPERTIES INC. 201 Elliot Avenue West Seattle, Washington, 98119 4041 t 4Jan 28 9$9 •ete E 1 • • • 9 %1,01,1- SL2r -I .F.�L Nfs �H EAK ,JAL L NEW (p t N, Cc)NC 61..4)-5y4. O.0 L� 1 eas `',/ a 0 0 I Z %I-1 0 e I e �% a '� i o �ri - -- ,' I IS b1/ F O r■ D 0 D O 0 J L iQ 1 (L n7J-7-z_ HE \v' ?N" rkl cj 11-1LJ T A �'t E_r r.I:.T • ■ i ■■ 11 1 -RA ■ • • • ■ ■ ■ • U� 10 {I �I ; . •I 1'i'T`I 1-; 4. -71 1. r�1(. I,1. 'r WALL alb .51 L' north vv l 1 elev 3 i o n I ,, 1 H I2 Ih NO' v'n t 1' 1 =.hie• Fro 14- lop rQ (...0..16. 0 6114i -I t-1 t t TO (' uf Gal-1 t a pp _- TO i)eg p i R`_4 • • MEMIIER SCHEDULE .... Mk A c D F G 11 Member W 21x62 W 21x55 W 21x45 W 10x45 w 10x33 w 14x22 W Ax31 w 16x 36 existing existing existing existing existing existing existing existing south vv a [I elevation_ I /°, Ir-4 I-t. H \/ 1 » W cram IBS10e• 1 • • 1, cm 1� 11 1 1 milli' ?Huh! , •IIIh!t IIII�IIII IIII�IlII IIIIlIIII hill,,,, IIIIlIIII IIIIIIulI I111�1111 II11�1111 IIII�IIII IIIIIflll _ #..! r.. i�f ,�, �•u � 7F4x �•1•;`�'g°pn., ,•�r+;.; .�-. a •e<r"F,kt *�v,°'.R y�ilr'.*kyr "7..'y2,�+`h., rib 15 11 ! 11111 . .w......_ri.»...,.. L i X-1 X t • G 1'td lrtn fir` w( 3 „p P• / '(f e o '4,, 1. (e it 1+4 3) 1) 41 a T6 Co (Uyh1'1 f 1,u( "pJ!/t otte o. c1 % R" ww Q 641 g ) 5" Q 6-r;O l✓ K NE.we :AMCPGiE 0" 3 0- • WI - V4 E 9 - vA"ir (9" wEt. '7to col.. a rt�PIGa� C 494 mt.- Ice -4 ti •4 ew st.ae• ---- wtO (C)( ICTIr4 41) ^ - - - - -_ T+rJ Ej 0- detaH L6-'J I1," w - e T3 bo Pi P EL 1 - % /4 "x c.o" We.4.17 •to C0L. '44111 I Z 1 t-1 I' /t 11 El A001101'4 A L C O O .1 P.9 1 O I tJ �T b. I L.S c '5 VICE- detail C E- s 141/ 10'4 de tai p an Of roKWIu APPR011Ep FEB 6 1986 STRUCTURAL. EXTERIOR WALL EI.E� ATIONS EON 0 Tetwit Improvements for: EBASCO INC. 401 Tukwila Parkway Tukwila, Nltshingion „ BERKLbY STRUCTURE. 3 INC. 0 and W PROPERTIES INC, 201 Elliott Avenue West Seattle. Washington. PP119 0' 23 a60 0 < <° Olt et i a . 1 . g o o d f • ! l o w , a r c h ! t• e t • • • t , 1 • II a s• A 7 7 s ..r..,..++...:.:.wr.•.+.. per+ ll"r�iwar....,.•,.:+— e�.�:•:ii. 4 ‘.7., • ,7 WA, \J 21 4::), Go 1)0 1 11 1 11 I I Co DO. o •)0. $`+'""'•••••41 t4-s . \4141,2Z- vi14 \s,/ i 4 y. v/14 x W14 4. EBASCO INC., 644416.1441 7.4,441416,4101444111.144446404144041441116444440816,464,-.4444.4.44-4-4444.,-,44.-6,4-' ** z CM 1 1 9 i 1' 1 11 1 la. 1 3 1 14 1 15 mllIllf11111IIIII IIIIIIIIIIIIIIIIII1,111111111 111111111 111111111 IIIIIIIII 111111111 91111111 IIIIIIIII.IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII I .;• ' , 7 .7`T, 7,. :" ::.' '''..':',, 7 `7,*".77,I 7 717 ''.4771W:.".77-.,- ."717.77:7.747Y7.7,-Z^^'!"1^1r.r'7X.77:11"'"', "tik '' 7-7,-.r.los,-.'rlt..-;';'^'.4 144Mi;i1r.." yr.....•■■•••■• 1', 4 40114 .0.1166. • • • `2 ROWS OF 2 1.1-2.)A NAILS 2' STAGGER ROWS fl L 2.2 x S i BRACE AMAX 4° c. GRID )-70 GRID BRACc NOT REc D 1'ITHIN 48' OF GR I D;3 SECT ON A'!z : I I O a TYPt CPL CSI RGaR SPLICE C:iF i C EXIST BMS. CONNECTION It58xI0xI!Co" CENTER ON SPLICE SECTION F•!2. B,D,F,H,K,M 2- I- (v" A% ROUPIDli* RS 1 1 4 ' 4 x 1 1 ( 0 " @ GRI D(E3 SOUTH 1uq,x1L0" BALANCE, PASS THRU TORCH GUT HOLE IN COL. WEB. Lvc.P.TE c�°.R =• C1N NENRF'E. ONLY - --4• -- T YP, cii L. \ii 4 3PLJ f.E. c-, R i ;? 17 SECTION L•IZ B4l ILO" r i 0 EXIST N14 LOWER F ..u. _14 6ueL4x4 „36 4'eL4x4x14 HORIZ LEG (ANGLE PER PLAN \ 12 ":r L4 x4 „38 > —<,8” C� L4.4-14 4 VEST LEG PLt2 x4!O''@ L4 „4 K 33 Ft 350 G. L4x4 }'4 L4$ 4 CONT kNo 5F'L ICE ) WELD TO EA. W14 SECTION B•(Z 3 8 PLACES GRID EA END \ OF f , / 516 _ = 11.-0 EXIST. BIAS L WELD L TO GU55ET fE PER DETAIL B /51 Z— . EXIST. SPLICE BEYOND It. 38 x I S » 1'.--734° FIELD VERIFY E SIZE LOCATE~ It NEAR BM. WEB T'1 'I CP.L L I I EFZ SP-IGE c:oi21c: (�) WELD UPHANC @PURLIN/ 14�i3 L4 PER PLAN ALIGN L W7 WF 21 1414 PLAN It 38.18s l -9” (L4.4 NOT SHOWN) I,IOTE : LOCATE VERT A5 SHOW N LEG I4 N4—/ft TO W I4 5ECTiO N M•IZ e4' =1' -Q / • 140 ALIGN t5 OF ANGLES W; INTERSECT,ONS OF GRIDS ft 14 .120 5' Lo" 313" Ft (2R100)) CENTER ON NUMBERED GRID -WELD PER DET. 3 /fAZ F'1 AN CS 1 EXIST STRUCTURE -< - ll_ SECTION C'I2 ' PLACES GRIP G� 4�4 4 _I EcTION 12 34:1_0, LOCATE @ ft COL C ALL GIRDER COL CONNECTIONS N BLDG. /WELD UPHAIJD II18, @PURLIN - // PLAN 1NELD PER SE;:.TION C /:BIZ EA. END OF Ft. EA., eNL) - -1 i GRID L2.2Y 3fG, e PURL, NS ON GR`JI EXCEPT GRIDS(IN !31 PLACES) SECTIOH D12 _ 34.' =1 -0" GK! ONLY WI4 TO t TYP • ------ I, 1' fE PER SECTION M/:-.)1Z — L4x4$35 WELD PER DETAIL 8 /51Z 144 SEG ioN N•12- a 54" = I '- 0" EX I5T F.' EXIST W14 PUKLIN1 Ft_ 55). 11- Cn" E.h. PURLIN PEKE TYP GRID WSOUTH 7F GMU 5I-1EARWALL `-NEW WT 7.13 CONTINUOUS GRID®ATOCMU 5HEA WALL G RIDU7 ONLY CENTER WT Ofti WI4 WEB 5ECT(ON J•12 34 "= ILO" GUNC.Re-h' /NH. IZ'• CM sllilililll,IS111111- 111111 8 9 ' 11 : 1 nnllni 1111111111111IIUi niiIIn1IntIl11n In1111n In11n11111111nrl 11111111! 1111.1ln 1111V11 �rd�t�F:S��'kµ,gr.• r'ks ,'k r'!l (?9:�+rYt itSi�k45* " ���I".. �'+„ W�fl �, ,'A!`±!!�'!''-7Rt+!.r.F„``."�T, 7” °a'`��" " `"` "�'u"'Y 1 �><SXsIIaEA :,II7E C? q,5 " °c. FEE �' J 51 Z FIELD VERIFY t4 x i'-C' ?•4°°1-- i.'t \VS ExT NP V 5AIZ5 ro WITHIN 6'0F WF 8/^ -- C.T I ON =LIZ 64°- I v, • -G 10 <TYP — EXIST WF EXIT COL. - -- �L 3x3 "316 E.5. e4.8 'c. NAIL TO ROOF we N•20A NAILS -310e @ BRACES SE GT I O " SECTION E•IZ 14V _LC,xGx 38'.11-61" 3- 341$ PARABOLT5 Q 9 QA. EMDED MIN 312" INSTALLATION INSPECTION REQ'D. PROVIDE 2 - L ID G x PER PANEL e PT5 GR t1 ANGLE BRACES PER PLAN 1 GUSSET t 4 WELDS PER SECTION D/2 CENTER ()N GRID. SECTION K.I2 I c ";i o 0110 32 ..�. "_+ �.w#I.r- Y;>: -i �!'r'"�:F _1�'i <'�'x '..�.�"'""�t"'**�•w�,rq,Y„i �• * T.:: r ".i.# E'ER PLAN 4 �ISIZ SEG:M ON Q 9': CM Of WOO APPRO FEB 6 4 •404 ....A0...., ....;,,. a 4 ' • ,.•, '3. • ' ir'e•tti, 3 ••;,,* 'IA, • a 3;f3 ',/1' I, • 1 1 ATE ';LT Tr E. c) HLL 0-4 1 AL c- _ _ ( c.1.) / \V/\L L ...7.„..2,L.:*; EA z T_T Fc 1i 6r 6..c3N1 -Loc..P.TE (DN CR k I ".._ r,NNI L 6Z liF't-ar-c ENC.; -"F.. 1.... --11.1 ......‘-'..- ET ',-t._ tt. -/ ....c,',..,.1 0 E.KFr .T v,.1)1.-.4 d;.c...)L_T ..(." . (:... --T- 11--i/c! t I "..)1--1 1,1 ma. ,!-IEAKv/ALL '-'1/ Z. 0 1----; .-t ()I,1z. e._ I - # il'.= vER T. 41-8•44c. (*--1(.7::ii Ti°1,1,--)NLFI'D vFLI:i Lc: LvERT. ce,,\J- 4_ \../"L [ 1-t F_ ICH T 1 P.4 "A Y. 4j0" 6.1 PIS or- r• or Frf tt,t- 2, .01' 130\s/EL-S e 7_4"04. (,cD) efrbxy C•1 ROUT 2.." I rat) E.Y EA. 'L.-J.1..0E. OF \W-LL , NOT e ('-ENTE,i< EicAC % C1115.- E. T f '--)N 4%. 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S 18" °c. 1 ti It .1 .N■I 4 1.1., ec.. L...11S.C.Di.,! N r0 . F:OcpriNC.4::,P E.J\N P-.c..1 6. -jT 1_ 3 its. s '41i x ENC,' OF -11)R cs. is\ 2.,01 t 1: 4..11"N 1 It 1: .11;TTT • A tt -1/ :=4" E f-'!:)XY ANCHOR ,N3 1-'/EsE - OF DooR 8'-o" 81- 011 (p" F rcz. 6 - (..• EP, \./ANY ES0 rro T EEL_ 4 1.$ 60V-"oc., ..thsT 1O cri ON •I3 3ECT ION H13 L /NNI TY V I CAL E'iTINC T'Ku CK frs if!' - EPDXY ANC 1-10KS itiNeE.p b\lo. .3ff.C.,1-- I ON J-I.5 ei CPs L PE TN L G LOW 5Pt\N c.,T C t.••, Z., TO 13 CITV OF MONA APPROVED FEB • • 1 • ......41•0/11121114. ot***1.0***1■••■0 015,331.1.01111113131•W! 8 9 . 10 . 11 14 /Iiiiwt1141111 111111111 )11111111 111111111 111111111,1111 11111,1101111111:11111, W111111 111111111 IIIIIIIII I • f!Y!--11r..*".•-,7°71: • r• 4 4.•04•411116•11144tuk .03.313.3.e.t3•333J3it 4.3.3.331. • a A 1 • 0 .101119. ANC-ALF. PEI': r)L4It4 \VELD Pr EC.T I5/•L E.X1:1)r. \./14 TO i::x.DTT/N \414 I-CCATE ANGLE 5F.A3Da GU 65E1 c,..P oP noN OEM A•I4 PAIL F14- 1)(1(*T'v/Fe...01L. 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MoviP iRour 1.ei L/514 5..C1-1CDNI /A. 1 4 1..0" PE TAi L L•14 • t".2.`'' EXTeNV AN64LE EK 11U5 CUT OUT PLYWCX)C, 34.4, PER 1-1/14 LileACA tlA COPE FLA+465.5 COL EC. 14 x 61(0 Ti-ku list W/ 4-11(c' 5•-cf 4 eIZEZT10t4 LR HEW C.CA-4C, SHEArAvALL eSie 1:711.5 15/515 445lb PCOK NEW 6F12E.AD Fr(, OUP-4O eK151. FT(.2 A5 SHOWN NEW FfiC3 PF-le C../55 F. F. . :#61. e4, ar: et..44ThI EA ViAY if 1, 4- 4tv. p‘ 6 TYP EGVIINty alzwr mir4 e-cr 1! lili eliSTIN 'fcOfl$(* g EXIbt 5Me..AP Prei QW.F. CAA. • wee -41-4 Y 4 Put-n14 \v/ eft•ote6rzcirr PA•55 cerwieet4 A;e0L.T5 E%bK FICA • • • .0 ANI10111.. **I PETIL H 14 P/514 .*.)TO i• f;?_ OH&IP t.) \./ELt P-ER 0/514 TYP --)110 P-741:7A 117.1-1‘..2.5 TYP-' 1 5)(6 xNA, f5r.pc..E c 4,'-crert.."Ax \v/ 'a".1) 5" LA4 olt THRU EC.---1-1 H . 14 34"- 110'1 lAc.2c.i 60 x we. I \V14 .•••■•••••••••••••NOMIPOMINPal•MM 74--V bro.P ti.e4.■ve-1 viEL47 PEiz. Aft...-1 4- L_ 4 K4 x 68 L(XATE AO-IC4LE bELL.N./ Cjl.K.,`:.-ZT PEThL L714 3 4 *.: 1.-0" xiS• . 4'z" .N..A15 ot-1 it)r. PUKL1t-1 )EYCI-1L) ThRLJ „>--if.thgv/A.44_, NEW \v/ a4 la oe, \vy 5't xs.3.41z. easIVE w/ *4 tig 12."0- 4 15•CID VANKA(ta1 EA, .511:2E i At" /AIN.) I t-ITF..V.KUPr ANGLES viF RLJFu N, 1Y1:7 - 11 4- TDP 1`4 flO oveg EA'‘4 beTweeN ANGLE - •14 LeL)C412 AttoOVE :14 x4- 51(.4 i..)Rix•cap\ant3EK Hale • ANCILe:-) EA. 51" r 21?.. '4 xii• Ft. W/ 1'44) 15CL-T a44cy- (STACAGER EA. ,..•AuF.. OFWE1.5)C5K q 1(4x ao DIZAZIE" EX w F cot. 4 exe...SE. a. NEW Co'l P sHEA wwb..LA_ f3/5i 4 c./5I5 4 4 elar.e.. PER. et/51.5 iz1-c17 Fill • 24L5 serviege4 \\// al2CAY 151x.17 1301.421t-4(3 At2HEIVe TAPE PLINTI-1 . 4xc PM/1-6 HORI.f.. d5 E FON6e. LONCA \ Z -*5 Tr? 1,4 av" rre.si PER 5/515 FTC ziL.L. WALL. ammorataalainlaamisarraassmosomigiamalaas CM alatzmYofecou-r "IN tud. • INTO exi-4r. IxTra.oic PLINTH (.r (c PLAC.E) s\N2.7//5 HALit-icri *4 e 12"t. E.W. LAP WALL vreet._ '-ce 2.'44 x 5' •CS LAV1,-.5 Exs3r, 10d e Haw /AEU., FteDue PLAN _•'• EXI5r. WFTCOL. LITL 1ER F1/41515 HE.W I.P 5-IEAK■vALL. ' PIZ0VIL,E 4 -$49)(5.-cr c Se-EARwALL- "T I 1--1 TRU51) 2.41.4v- .\\ \ oto Le.poek: 4/ 5.4"4, 134RAect.TeI3A. -1 4x 44(6142 12P-P.4.4 mep■Seg wl 58°4) x 4" LAG eltD"oc. 1 c4u.:).-.1)es R. 4 v/ELi..) AN (II_E„ 13Are.5 13g.14- PE-rAIL I4 104 34.1' 4I- 4)Q° 151...g(3 el04'et... reaw 5 EVERY OTHER w/ A. 601.-T__47 -- 1IN I 51-5' FF. sempseimmemptimpoopmur, Mr& !firellii01 01. 1Z • PR LI)Loc,C•g -/ 2.4°43(.. • I.R04:7\v/ 8. 10d 4 44"40 6cLT eco4"et.,ri1' \q/ Zic.",='x '4" Fe WAt*iek UNPER DCILT HEAP, aVEZY 011-teR. LelXieg Tir 5" ONJ 5HEARWAL.1.1 (C2 OUT cLI2, TYP.' ) - 4 -01D Pee Ai 514. FULL ALL L.ENC2114 4718 LEDGER \v/V4)4..eoLre (a/Amy Tr) r"c„.E. SECTI ON K' 14 cr=1.-ct \‘/ELL.2 0 -*Ito ELXIE 1.36.R5 e. F. € v/ F. • (..*EN•ERE oN ■vEt5 (CA 40) HEW C.P\IJ -r:ARWAL,L. • , AIL r 1-1;t: OIC 4 pTh$ Per W.51411117. W.F TS. Webt, Reit*, TO 115. Pee M/514- CITY W TUNA APPROVED. FEB t 1996 1 Ct. WALL el cr-t5EAA It is u 91z. 11...011 \v/ 2 .6400 PRA 150L1 e " co, Efieeo .PAc...e CONN E 72.11"c. W.P. COL. ieEpsove. Rperiow E)cir• CONG. IT:6„.54 Fre. 314 A. x l'-ws iboc,4, Fwovipe 3B lc 6" .x;? 15%5" FR ineZ.Z. e, a 4r -41A 1Petn,k NIEW W.FS DICA.4 aw016 C.I P C.t./LIKE, Ft-AIR 2- *4 S-C.,1" I ON 1. T1.,•••■■•Ar- M•■•••••-irfahigginalleRAOMMISIV.V.1•1•••../..,-..1•., . - 9 110 11 1 1 4 19 111111111 J11111111 111111111111111111 111111111 11111(111 111111111 111111111111111111111111111 11111111111111111:: W1111111 .4. • ,a. ,.4u 1 ■ Gtr► i�' R.JF'' Nisi ! r tE;%t�►Y Py'i'vnl fitte" f.,4004 North` ;.t nt!'i FE-00%41.6 VTI-E1 c i-+i t,t q *14 (A`, D ) r vrE esi6r Wig- NCO r ' g.g. (Tyr) tc €tt �Ydsil♦ tax GEN$R4j, NTE# 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WOR,MCS AND THE LATEST EDITION OF THE APWA STANDARDS AND SPECIFLCATIONS. • LOCATIONS SHOWN OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATIONS AND DEPTHS TO AVOID DAMAGE TO SUCH. 3. CONTRACTOR SHALL BE `r'.ESPONSIBLE FO9L (STAINING ALL 'NECESSARY ER CONSTRUCTION PK' 4. STORM SEWER PIPE SHALL A, 8" & 12" SHALL BE 1/2" CORRUGATIONS. 36" SHALL BE AI. CORRUGATIONS. C. 72" SHALL BE ALUM. CORRUGATIONS. BE AS NOTED WITH CLASS "C" BEDDING: ALM , HELICAL 16 GA. WITH 2 2/3" X , HELICAL 14 GA. WITH 3" X 1" HEL4CAL 12 GA. WITH 3" X 1" 5• ALL TRENCHES SHALL sr COMPACTED TO 95% OF MAXIMUM DRY DENSITY OF ASTM 0-1557, 6., FILL AREAS SHOULD BE SCARIFIED AND COMPACTED IN 8" LIFTS TO 958 OF MAXIMUM DRY DENSITY PER ASTH TEST D -1557. 7• CURB SHALL BE EXTRUDED CONCRETE CURB PER KING COUNTY STD. DRAWING NO. 9. • CATCH BASINS SHALL BE APWA TYPE I AND TYPE II. 9. STORM WATER DETENTION FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR Tp ANY PAVING UNLESS OTHERWISE APPROVED. • c ,f;E�iln` • oiLT fr,kME AND F4vrFlc(oF• rot.l,tt'/lo 4 •r<t,'F496. . t70.)r1ri6 a wee. o► 01.411.1 „I" t DI r-Fc; R:r ova 6042t7GR. ` " E"('. NT To G. b. WALL 200' abtfr 1-r- GHMhI - uHW elig,111 Iy t2261$1: Wu.v r(44414 I`F,+ 1E (04 I'LAT TO Gov F 1.8,.'" Ito. 2.0 KLt'iC?�E rtiesr C.i;k* i- J. \.1c A Ze.41 (CZ*. CATC0L-ii 51 ki edge Of oavt-nenr 3! at ,.,1rt; Extst' ,torry ♦..et' torrn N0 It 1011 . P.,461' :a .., ;,��. , t,'' ,°I•Ot 104. ,S` lninn nnlim tulhnt'mitt •I 'mrlmt Inlliiri ftrtirgi rinitrii riot, i ►rrrlrtlt tmllin mum! I V. N1WaMIX1 »rlfd+l' � 131 441' aYr ,;0.� qS+'.n n..A M1A4R'�•':IM Sew w +.;v,"scy,. /� AMMO PARK EAST ox=4"r"w R iO N 110:44 SST. A,.G W /NCbJ ( A GV�MSN Cr'f P) loads Ck-iL Pr"? GENpAL TQT$8 ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS APO THE LATEST EDITION OF THE APWA STANDARDS AND SPECIFICATIONS. 2. LOCATIONS SHOWN OF EXISTING UTILITIES ARE APPROXIMATE, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATIONS AND DEPTHS TO'AVOID DAMAGE TO SUCH. 3. CONTRACTOR SHALL BE RESPONSIBLE FO1 OBTAINING ALL'NECESSARY CONSTRUCTION PERMITS. 4. STORM SEWER PIPE SHALL A. 8" & 12" SHALL BE 1/2" CORRUGATIONS B. 36" SHALL BE ALUM. CORRUGATIONS C. 72" SHALL BE ALUM. CORRUGATIONS. BE AB NOTED WITH CLASS "C" BEDDING: ALUM., HELICAL 1.6 GA. WITH 2 2/3" X , HELICAL 14 GA. WITH 3" X 1" HELICAL 12 GA. WITH 3" X 1" 5. ALL TRENCHES SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY OF ASTM D -1557. 6. FILL AREAS SHOULD BE SCARIFIED AND COMPACTED IN 8" LIFTS. TO 95% OF MAXIMUM DRY DENSITY PER ASTM TEST D -1557. 7• CURB SHALL BE EXTRUDED CONC DRAWING NO. 9. RETE CURB PER KING COUNTY STD. 8. CATCH BASINS SHALL BE APWA'TYPE I AND TYPE II. 9. STORM WATER DETENTION FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOF. TO ANY PAVING UNLESS° OTHERWISE APPROVED. 0VFSr."}' LId �0 r-tvrFlaroF ral.Lu o' ap41' oL t7'rIG�. 17 VI',I hoc E e4' arr.4.1114b t :7I :';.1',OvE,r 14470•it. 4467- H9UN7 ?o G^ &, WALL !o-F/441Y GHMN - oLAliK i4HC►4 a!rL Po Jr_ GH•N '1? F6+4. ' "ISM'LoW • Z1.1y I.E..% 1y• Z0 trd /lh ?8 ORI ?;.. err^ RTh1.4l0S ?rem,I1 enc. .4 l; ,y►>` .r �, i r+ * NO 4E ww., irtos V��INI-1" M ftitln +t 8 9 ,tti1llu Ilulttit liiil;11 1111111111111111111 111111111 111111111 IIIIII!11 ':3�.ai3"UG l i11It1i1inult111I 11lnllliui111h111IIIih,ir • M'{^f,.,3+P -'^•di nlBN,Ch wnx :, o M fn iPi L �P' EVERGREEN gTK!NQQA yrrry, ki7.e/ d1'3 "T7i4'' a� ._..�rr�o rri�v6* rot "`" _ A l /Ac.I ovove.» i,'1 r /°4tit/r /NV /'°/T %vrc� 8 /tom' G/" 4i11.10. : i•:.•...•... •...•.,• • • •s. 11110..:.! ��N,'1 / �ir' ✓.�✓ r �.r,wl rl /�C ✓��i �Y�/ i. ' V�• [,'re .. �4 ,e -e e ' PL9 6r,,...4,,,s , .:,..'1 14. ./44.4 /A % ,'iii;✓; at ‘0.04 1•i rg —44, `.✓`�`.erA ' ' FILE COPY 1 understand that the Plan Check approvals are ub ect to errors and omissions wind approval of s i violation of any plans does nct authorize the f any ciFor adopted code or ordinance. Receipt Of copy of apProvetl plans acknowledged. Date ... •;o , � .. .. ... NPermit o1.. ........ �,�►�.�,� fit.= ,�►.�;,v,��► ���� -vr-tir GENERAL NOTE ..,t t.t.a....4e. -. A "Y ...-L.:"%.." 774141/4.-7:7; ''i? f,.A . a 6-e' - , 1r.4'rflf7 11'. %. ; ee , w, " .gam✓ ,..y, :. . Aiolr. t ,,► ` ' a..r k./ ` .r,./ �i i..,..i,� ;,; 4 h1'�1r�..r P�"1•+�'`4'l" :'`'1o'L �':./ `+ -, �.,� ...." K,..P% ,A,4�' ,.<4."7. . A-7' °.. .04.4. . 1 & ..{Ss�„�*f."r� L-:.;„; #'..MW ' irr• , I �` , 4, , l .. :1,44;0. 8� �...., •r/~,l�/ ./'�, .� r.r..`�i..P.r''"W°A►' /. �. .:i'9.'"� ...,,,'d!�.t�"')'rP�,��'► ".fir � ,y+� .'.'/rJ% ✓ A:�i _ „A wVr t. ,n. , ,i �1 k, : Yftliw .. 4.1A 8. 414...C4 i�,fr ,,'«rwllr pr+.I�- �r„16,, 7,, . ��v,•�,`vr s�,/�,.n/�,jWw�rr r�, %,��A"r- -w,'`ivCb w` + T �' +w , rN.ic r ,rGr''_1' ...J/•.`1y” ,y! , ' r. V �» r , r. '"r `- y'�'�' ", 1I s"' r ►% 4 y ►�.�.�, 't�'r ' / :3 / ,01%;/44.04‘.6.616 r 11. .. �.e�ti+' ` waG ~�/,''','' `w w�^ -."�' .' y"" irG+�r ►" r:44," rN 'f� r '�1P' '", 4 I / fi r , . 4* ; 41e4 77 1, ii ii err /�ir�i;46.6 , "'ri ;'.1,14 ' , 1,1....S.R.i..*• 4P. ie$•.s111p. 41 ISO • :.1101 11110411 11111111111 SUM 144 4e . +L A/AY SHEET to .4.44.4444,4, .4444444 -4.44•44•444000.•alatalla 6 8 9 l' i !! I,$$t {MInu ��I M, mrliill rllrhm�llillnn HI 11r�► 111111111 iilihlu inil1111 1 U 15 , ;11h1111 111111111 IIIIl111i Ii1111111}i uNlriac =- Iw_ -itsl • "mom, • wpsizaI- . ;Lige ROTE CONTRACTOR SHALL M01.1i11C CRTAINTIIAT C,NTeR PORTION _Or WARFHOU5E AEA SNALL,BE.' l L•AbOV& 3LAO GLLVATION AT WALL -LIRA' . • 0■0.71 CrLL.TAi� ,! ST'' LOOGL PLb. J *" mss• • .. r nt•.,LOn M Z -Z A t. UJ 5. P L AN :Q .FIGE:At4GIWAIR_EHCD IJSE li3FU1Lp1:1.4 Gf GEN: iZA ELECT (C COMP4N' [ ANoovio. INousr. IAL_GAgK: "TUILWIL4 1Nd�jHjNG7 �' BINDON: ,AND WRIGHI?".- ARCHITECTS 51Q NORTON BUILDING. SEATTLE, WASHINGTON 71_12..YzA „•••••_ ' ...IMETAL*13-TUCIfic • ONT-2.YiS2PCS3(ek. •-• CUe-•s-AT V./AU-If-COL.,' MINNER cHANN • kco-usTrTu_.,- - C TITIebt4±.i.T.1 Mr...TALLTiLe: cametr• ' • - — PA OLT!. TION j -- . .71AETAL"7"-"VAILtr. :•••--..ra' .. - . _ ---..- ----.17" D EFAI L® .---- --- ---; - --• ,- -- ., - - .... - 0t"1-A 1 LI ,. , .. =kJ:, c:?:-.L.:_. - "JUST liattovi ballo aNt•m At ^OOP . Veil IDY COMTP,..). -r .s‘tri•bt c.•.4..,cowrre • '"•tral:s4TTV-oN x, • •TELEPHONE EOUIPME WS NOWA, nt.ouc.17 arm._ 114 St.se-- • ' . • • • :*4 lb-110:04.0C.TOPlaa 114.114— • e pss ". FL Iq ep•cy reac. oNns arils sMISINcnit. • 'Loos. l'a_sa0P' oiler. milt • SI 14 .a* Gala. , wo awls. r+sf M." 11.1 a', v4- .1f-44Cr rim. 'Mr rut: MITCH Lable.::.'• ' NOTE: ' . • . . • ael DITAIL Sae AITCallia Owns, otectp..40 Toe LIST or SCuMNST O I is vnuisuto ta•awkt 1 L .7117:,at r cow r GINE NICE: 0 OM.../• ) t C>• , • • E144:02./•.0-4 IS.M••• SS 'No 1.1Wa as Sa--GwIl* C•aptal 24‘.01rirrim DET.1 SALgS: MGR. CENTRAL M ..- .CCNOITIOMING: • -* • rDEMONSTRATiONf1/400/4.. i; C) Dk.,,T A IL 3:,,t1■VO S".11,7114.45.1.7' resip aoosto SHELF %vim EAsTie LAMINATE TOP...» • 8 L DRACK ETs-1 - ,tviet.p GRIND: smoo •"""-r SEC11ON • '•-,t1••••.‘"•.• LZ:.ELEVATI 14 M 0 VEA PAIRTI TI ON S'.• 4. • . INTP:i.-Skla. MITA , , i SLIICT.-..11.113 tillArtict . ... ,..1 „. ->",■ .. • - \- • ...FA': 0 wo:.41.+14 ..,., ■ . ...-.--. t I T ,........„%,- . ., . ._._,..4.,.. ...LL,. ..e).E.7_,L___,•,.,_,., ?,..., .,.... ,,, , ,.•4.,,,..4._, *. •.:•• 4 '•'?"•••• : k4., - 0 — , l,: ‘........_... _... _.,:- a 1,-2-- ., -,.-- -t,-._ .,.... 0 • --.. _._ . 4 4...3._ .. 41.1ICTI eAII1S o. iza:r ezooz =CIF P7I ...1-4:crE.L5!;c mu! GENTERAL; E ta t PANLN. A- q "/UPECW.. ; . . i• • • a. •,•• • 'BNDON•NOE.. WRIGWV!,-= ARCHITECTS: 1 610t KORTON4 BUILDING. v. ., tEATItE,WASHINGTOtp C:V4.-;-1.L, ,..-. . °•!`;'11L---.. . 911. 12:". irefge. .. -. El;', -.•- ; ' , resip aoosto SHELF %vim EAsTie LAMINATE TOP...» • 8 L DRACK ETs-1 - ,tviet.p GRIND: smoo •"""-r SEC11ON • '•-,t1••••.‘"•.• LZ:.ELEVATI 14 M 0 VEA PAIRTI TI ON S'.• 4. • . INTP:i.-Skla. MITA , , i SLIICT.-..11.113 tillArtict . ... ,..1 „. ->",■ .. • - \- • ...FA': 0 wo:.41.+14 ..,., ■ . ...-.--. t I T ,........„%,- . ., . ._._,..4.,.. ...LL,. ..e).E.7_,L___,•,.,_,., ?,..., .,.... ,,, , ,.•4.,,,..4._, *. •.:•• 4 '•'?"•••• : k4., - 0 — , l,: ‘........_... _... _.,:- a 1,-2-- ., -,.-- -t,-._ .,.... 0 • --.. _._ . 4 4...3._ .. 41.1ICTI eAII1S o. iza:r ezooz =CIF P7I ...1-4:crE.L5!;c mu! GENTERAL; E ta t PANLN. A- q "/UPECW.. ; . . i• • • a. •,•• • 'BNDON•NOE.. WRIGWV!,-= ARCHITECTS: 1 610t KORTON4 BUILDING. v. ., tEATItE,WASHINGTOtp 14-FISICILUNG. •CI-rtor.stECTEL /Iv OPNO 111 41-AMA „ by •4■4 �_I•. row. • 0 ocr •AICY. •N-104 , •111. twitc“...•04-4444-_. 4.4.9c w-c to - • „ REHOUSC.: • ' • rvuE . uscw PASO TH -IC...cc., our- st. Ail EZz...SLAIS• SS& ST...44T. 94.4,6. • • • e,a-14: • 1TAI3N 1: O1 1 • S TOIL F12,6.6 • Ailuiga *wham OP'.C. IM sLAe.. •0V4T MCCH.C.OP.T.R.7 A SEC MCCH• ?OR 11t1L -- SY Gehl. COPerK..."..1 - „. • ..,„ 20ECit!-- ' . . , . • n R5 Tr FLOOR- PLAN 'UNIT PLAN "6„, • • St P• ye.' res* I -.. — - . - - - - • 407 , 01 : ME ---1 11 lam•—• II All 7 4 - ,,111 I ::- Ali r..v.vooct . scrashc__ . -bililtri.. .. aCI:711"' *.‘ -... 1 , 'Pm.— ,ISIVIOSPS.,1001..to: is • 7- wwoob &DG t 0 N ..-:. . .1'. AIL; ' : 17-r°01troirtt.” .,- ft TOP.- ' '14"... • 447cRIP Act,Lectwkiii-, PEAS TIC:LAMIWIWTS' ; Ter . A071.• ..,*611V"..N07 HS& pacessi . I T , • • • • E ' ' -._ • - . • '-: .-. . . . ; . - • .T-. . o.' .. ,\ , i • --.=-' • •, w --% , ! ,.w ' -- . -.,- , . - •- ,' • F -t 7. .`- . cL -- -, o- - 'A -.'. o7 '' '.,7" "k, , ..i .,.'■-r" ..' . .7t - ." .." e.- . . I a • III- F 1k I rI - , _.. .. . . . r _ . ' .,-•-" 7 • ; cs.-_. .- -_• .aem _.= - F" -' •'-r tL• ' _• - s— x _-o- - a 7, -\ . , -N- E sC- -tT• -S-. 7-- --1-,,-. - .9- ....--. . - -: -* ., . ."J I I - ' .. • I f O r& . 1INCWEHTL 1*w gT MIR71"11 - - I -1I ,.„ • - 1 HEAVY, literY."•174Aati - - • WALUM ANdLTI-tis,tocie-..... • PLASTIC: LAMiNATE BOTT4 SI EMT it eXPOSIICI.E13Eall. '.. LIFT COUNTER" Mr -.:-' OPEN ,POSITION , • .. YertALUE.4- ANaLE.litiENO • 1. •••` 's,. 1.14: . * AS; BUILT r'" DAl JUNE . 'W;9.I4 N 4411; , f 1r" • •• • . •• . ... • g•4.5.r FLoatt-PC4-1-irLIA■11=q4TKo 7477-" „.. LEV LtG ; • ON/ a tr -WOW :VT MAL.. PATZ14.- TC.117(1 LAI .A/A H t■•■ GTO NI•477, • . volt, BIN pONt-AND' WRIGlir-*ARCHITECTS SICu NORTOW -PUILDINGt • • '4"' SEATTLE, WASHINGTONS • .1.,1?1-C BEM • , s s-w.: . - ' .. • I f O r& . 1INCWEHTL 1*w gT MIR71"11 - - I -1I ,.„ • - 1 HEAVY, literY."•174Aati - - • WALUM ANdLTI-tis,tocie-..... • PLASTIC: LAMiNATE BOTT4 SI EMT it eXPOSIICI.E13Eall. '.. LIFT COUNTER" Mr -.:-' OPEN ,POSITION , • .. YertALUE.4- ANaLE.litiENO • 1. •••` 's,. 1.14: . * AS; BUILT r'" DAl JUNE . 'W;9.I4 N 4411; , f 1r" • •• • . •• . ... • g•4.5.r FLoatt-PC4-1-irLIA■11=q4TKo 7477-" „.. LEV LtG ; • ON/ a tr -WOW :VT MAL.. PATZ14.- TC.117(1 LAI .A/A H t■•■ GTO NI•477, • . volt, BIN pONt-AND' WRIGlir-*ARCHITECTS SICu NORTOW -PUILDINGt • • '4"' SEATTLE, WASHINGTONS • .1.,1?1-C BEM O 1TIOUAT • Z.I4IP �i mD ,- rnrrw OU4T.LUL -. 1 LEA?OR. 4AoJUSL.OI.L °� ,4..0•4446. ar.A.ro 111R C;1Zt or GPO. - ,f,.$ fl TALLATIOU_� _• . I M iSICWIE KTi MTR : r 4. . uu. ►AN11. AvAR•Neu t ,rROVIG•o ROUaM OPENING ' eaLOw VW- AS REQUIEM) . L g . �E!?M:L -CUP .91NOGRS =jam j CONPIt t'Z • J ►IRt Coon: TO OE IU COM %LIAN4 YOWT iltt 'WITN merit KKK PN L1T + 6O(. JO r., 11 $ nLLATLD DLTAll7. TI(PICM- LINTAI "*.,QMD • • 1. # .1. 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