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HomeMy WebLinkAboutPermit 6211 - Kenworth - Office•.• ley, Paccar Inc. •�•� 455 -7500 ADDRESS P.O. Box 1518 Bellevue Wa 'ZIP 90889 CONTRACTOR Washington Coast Construction 'PHONE 838_9599 ADDRESS RT 2 BOS 53A Tacoma Wa ZP 98424 WA. ST. CONTRACTOR'S LICENSE# W ASHI I *216Q0 } EXP DATE 11/30/90 ARCHITECT NONE PHONE ADDRESS ZIP USE / / ('Om CONIN / IAN('F / / FLOOR �I SQUARE FEET OCC. LOAD ' SQUARE - FEET OCC. T LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL • E • F • .: VN i s r • 1 year 1988 SETBACKS N — S — E W — FIRE PROTECTION: Sprinklers ❑ Detectors ❑ N/A UTILITY PERMITS REQUIRED? ❑Yes a No ( publicWorks) ZONING: BAR /LAND USE CONDITIONS? ❑ Yes a) No CONDITIONS (other than those noted on or attached to permit/plans) 44 _ ,1 CITY OF TUKWILA Dept. of Community Development- Building 6300 Southcenter Boulevard, Tukwila WA (206) 431 -3670 BUILDING PERMIT NO. CoQ (1 DATE ISSUED: SIT I CERTIFICATE OF OCCUPANCY NO. q- (D. 6 16 8801 E Marginal Wy S Division 98188 Install prefab panels on wood frame base for 16' x 12' office BUILDIV3 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) BUILDING PERMIT FEE . PLAN CHECK FEE BUILDING SURCHARGE OTHER: TOTAL - 4.50 266.50 I PLAN CHECK NO.: 90 -337 i 8494.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT # or.h H5422600060031373 TYPE OF ❑ New Building L j Addition fJ Tenant Improvement (commercial) Li Demolition (building) U Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: APPROVED FO ISSUANCE BY: FS A W/ BUILDING OFFICIAL DATE: I hereby certify that I have read and exa fined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE: DATE: PRINT NAME: Mtt EAO COMPANY: Etl,k9cDR3 + 'MAC Co. This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. DATE ISSUED: 7 E RMIT NO. CONTACTED„ SATE READY el - t.-I q 0 DATE NOTIFIED q , G , q O BY: CU ERMIT EXPIRES 2nd NOTIFICATION BY: (Init.) MOUNT OWING 't? GG 'GO 3RD NOTIFICATION BY: PLAN CHECK NUMBER : :ty:: }: DEPARTM BUILDING - initial review FIRE 3 PLANNING 3 PUBLIC WORKS 3 OTHER O BUILDING - final review 1EVIEW COMPLETED BUILDING PERMIT APPLICATION TRACKING PROJECT NAME SITE ADDIS 8 I 3UILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION to be filled out by Plan Checker) � rlarociv SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized In writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". -- _ . x „ ; ... 1 1.1.1 • SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD • SQUARE FEET OCC. LOAD SQUARE FEET OCC, LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD )EPARTMENTAL REVIEW 'X" In box Indicates which departments need to review the project. APPROVED 8 -Z4-cb (ROUTED) INIT: f:T INIT: INIT: INIT: REQ Date Sant - Data Approved • CONSULTANT: FIRE PROTECTION: 1 Sprinklers [ iDetectors (__) N/A FIRE DEPT. LETTER DATED: INSPECTOR: _574 ZONING: 1BARILAND USE CONDITIONS? TJYes f ]No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- UTILITY PERMITS REQUIRED? [ ) Yes _Li No PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: UBC EDITIONjaar): CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 ;\ I'I'L I( :!1 !lL'N f J[J &; f HI Fll l FI) 0(1! Cc)111PLF IFl Y SITE ADDRESS SUITE # (i'UC) I L. UoA VALUE OF CONSTRUCTION - $ ASSESSOR ACCOUNT # 1t 5i1 006 - O3 137357A PROJECT NAME/TENANT OF) `c f - pR E FA BCA r\ 1 -o (PAR) E_l._ TYPE OF (2) New Building U Addition U Tenant Improvement (commercial) U Demolition (building) WORK: U Rack Storage O Reroof O Remodel (residential) O Other DESCRIBE WORK TO BE DONE: n) V)/;(1)E..1.33 cA) ` cno FRf,ty1E EcK 1'x ofncE BUILDING USE (office, warehouse, etc.) OF Fir,Er. SPACE NATURE OF BUSINESS: c CallAX1 COVnilltA \C O PUS WILL THERE BE A CHANGE IN USE? ?.No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: \ c 9 Tenant Space: t c\ Area of Construction: mA lry R An�T WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? f4 No U Yes IF YES, EXPLAIN: PROPERTY OWNER Mir If\ R. _ , PHONE z55 , 7500 ADDRESS 1 c (?�t:�X I r� ' � C.U� U ��.. V _ 1 ZI P q(3� )9 CONTRACTOR Lorf :, C (0R.) :ijpLLC;TIDI PHONE ��o c-_-‘59(24 ZIP Ci ��� ADDRESS R'-j-- > V 3 SBA - 17)C I wA WA. ST. CONTRACTOR'S LICENSE # n 4�t� ( 0 ARCHITECT N0(0E u. �:t13 n ADDRESS DATE APPLICATION ACCEPTED 5? - ck BUILDINJ PERMIT APPLICATION FEES (for staff use only) . s1 ' • o ' PLAN` CHECK FE < ; < « >< Erwmiburamill '' : 1 ;5q.O. c .;'c ENERGYSURCH RGE DATE APPLICATION EXPIRES EXP. DATE iz3o l q o PHONE ZIP BUILDING OWNER OR SIGNATURE Ilc`�rl�c v ,ti4- AUTHORIZED AGENT PRINT NAME M -t"It s_o tie ADDRESS PD t ?Cx 9)C.2-!).Q. 5E '9 - Tfl . CONTACT PERSON L IUi= -I j /1 KUflL Atin/ PHONE 7 67_ ?A:7 CITY/ZIP PHONE --7 6-7_ vsi7S APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 433-1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations: The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. 09/90/99 ,.COMMERCIAL iiiwedr A000iatit Nu >, it ct dh:folk RESIDENTIAL 4:0(001,40*. 3titi ctur :Cidailatieee Wee inogr (iadk; #tag s B` *rid a�ano`oonrut npplicauoE`: alp plan analupNty sits pan may be oorttb Sag .ica and checidist la apecmo auty�nlfoitl t+ttqutnemanta rapids& and soNs ink n iaiiwt may be i.quk shun u. • SL3MITTAL CHECL.IST MM ERCtAL TENANT111PROVEM J Comp e ted buiidng perm *ppticadcn ts: As sessor Account Number Two (2) sets of conwuotlon ptsnr, which Uw of sdJsae (common wa11) te nant • OvenN g :0t0' dimensions buildin footaa : of ..... .........:....,..:.:..:.:...... Tetwtt.spncs: pim with e0 6 esc room Ntibell • exit ricers mss patterns ;? N sw walls , oxtstWp wall,. and Ovals b 6e dertoll Construction : : : tsclionsshowingiw attachment for floor �tnd c Str( dt tiif on tamped by * WasttlAdton 9tats* won engineer may b rsg uKed If dtruoturai worts is to' be dons rE. .1:00x uttrry wtxir Jp M be tbrrt ►, submit: separate NcatloA drrd PGtr► conattuctia L Assessor Account Number C Namati • desaibirp ax(stln� roof, mated being t m being Insea NOTE A oe tttflcatlor+ letter is regr jmd prior to final Ins, RE N NAISAT ... ................ ................. ................ ................. ................ mount >RE do f rye... wa r andpr n mu the sw aaa r+plara 1>+ lksinp`p it: 100041.106 tm11Ye 4 dsic xlsdng roof mui derisi bein in; A c* *atIop is tdr is ng,h.dp�io, PROJECT: _bu T �(a - /1 PERMIT NO. 6 cv. SITE ADDRESS: R R 0 1 Q/u it d L S ` DATE CALLED: iq _ - CJ P INSPECTION: (J TY E OF �� � , � p - . DATE WANTED: .M. / ." q/ • r��^ SPECIAL INSTRUCTIONS: REQUESTER: a -/ 1 ,jj PHONE NO.: 76 p60 _ INSPECTION RESULTS /COMMENTS: r \ INSPECTOR: �,,- -e .- ,�.., \ te, i 7"7� DATE: 7,-L/ - / CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 4313670 INSPECTIO14' RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 r + 1 . l ..F .. ,. „ •, r r ... 7 1 " ' !r w7 -..• -? .� ,..• -•i.. i it •v 74, „ f:V - a - i � City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM . Project Name J r--✓\ 1 (,1' Address ;r, / ,a% , 7-/ `± / rl4 / 1,r, -Ay S Suite # 7 Retain current inspection schedule Needs shift inspection "Approved without correction notice Approved with correction notice issued Sprinklers: Y Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: A thoriZei Signature ., FINALAPP.FRM -457/ Control No. Permit No. Date Re) t4 ` - ro gu%LotN€ Pt_ k*)S . t if0 c c-K ciO, 337 .W2.0/ 410 r -Vit.i O A.001" .t nKlS ° G , "D" , *it" FR P ILOI M& AtOCAVO 1 rr- LOU 11oN. 0EMOOKM - CRACK COr PAN' Co CV (Z.f49N miVir eigER -5 - 71,1 - 436 7 . *Y an, OA Net-S011) CITY of -MKwi LA 4" x 3" x 5/16" STEEL ANGLE x 18" L • . (ZoN T Vv'/ J TAI L 1- kANOLAI06- OFF-ICE. - r0 f -00R P\NCNOR C „ RECEIVED CITY OF TUKWItA AUG 2 4 1990 PERMIT CENTER 1 BREAK 2.00 3/8' x 2 1/2" /8" x 6" PARABOLT LAG SCREW CONCRETE ANCHOR DETAI L 5/8" 6" PflRBOLT CO \CRETE A \CHOR 2 •1 �:AO SCREE'. 0 4 ,gpo qo gEmoro It gmuw6 PLAnvT . rest) ovic c qp.. 357 I o ma Mir . ' X67 €675' • BUILDIN ANCHOR H z BUILDING ANCHOR 0 1 --AC OUTLE AC OUTLET LIGHT SWITCH DOOR ■ ■ ■ ■■■ /■■■NMI ■■•■■■■■■■■■1 ■■■ ■ ■ ■■ ■■■ ■1 ■■ NN E t ■M■ ■ ■ ■1 ■ ■ ■■ ■ ■ ■ ■ ■ ■■ ■1 ■ ■■■■■■■■■■ ■1 T I... . MINIM 11111 - --I 1 ■ ■ ION ■ ■ ■ ■■ ■ ■■1 MINN ■■\■ ■■■ ■ ■1 I■111 ■ ■ ■■■ ■ ■ ■ 1111 ■1 I■■■I ■■■N■ ■M ■I �■■■■■■■ ■s ■■■1 0 1 1 L 4 Niradcam D / BREAKER 0 PANEL o BUILDING C ANCHOR --1 (4 x 3" Tye'). i t K 5/16 L /4\ BUILDING ANCHOR CEILING. LIGHTS 18. 00. 0 0 0- P LAS) VtEi/ DETAIL E �q C.‘AOfZ LOS 5\110►N j MATrAfit. vWWtNOLAN b o&t ce "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 x 7 Framing 431 -3670 8 Insulation 431 -3670 X 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 x 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 8801 E Marginal Wy S OTHER AGENCIES: BUILDNG PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: Ci (p . 90 PROJECT: Kenworth CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 05117190 "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing 8 Insulation )( 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 X 14 FIRE FINAL Imp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL x17 BUILDING FINAL PLAN CHECK NUMBER c0 -33'i PROJECT: THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER O l No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division, O 2 Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4732). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be Inspected by that agency (872-6363). ( All mechanical work shall be under separate permit through the City of Tukwila. O S All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction, O 6 When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain addross, project name and permit number of the project being inspected. O 7 All structural concrete to be special inspected (Sec. 306, UGC). O B All structural welding to be done by W.A.B.0, certified welder and special inspected (Sec. 306, UGC). O All high- strength bolting to be special inspected (Sec. 306, UGC), 10 Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11 Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12 Readily accessible access to roof mounted equipment is required. SS Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 31 Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. is Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). 16 A statement from the roofing contractor verifying fire retardancy of roof Will be required prior to final inspection (see attached procedure). 17 All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington Stag Regulations for Barrier Free Facility (1919 Edition). 18 All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the Job site. 2 Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20 Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21 All spray applied fireproofing as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22 All wood to remain in placed concrete shall be treated wood. 23 All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 2/ Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. Fire Department Review Control Number 90 -337 (513) August 29, 1990 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Re: Kenworth - 8801 East Marginal Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) All sprinkler systems with more than 100 heads shall be supervised by an approved central, proprietary or remote station service or a local alarm which will give an audible signal at a constantly attended location. Approved central stations are those listed by Underwriter's Laboratories, Inc. (UFC 10.307) Page number ii City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L, VanDusen, Mayor 4 All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered breached penetrated, removed or improperly installed. (UFC 10.401) This review limited to speculative tenant space only - special fire ofyintendedsusey depending on Yours truly, The Tukwila Fire Prevention cc: T.F.D. file ncd EXITING REQUIREMENTS Plan Review PROJECT V"_' I'� l�J C�4�. N "' TRU C. k< CO. ADDRESS eso E. , AA ATR.G Us.I$ l/L) �`. DATE 8 _Z '4 OCCUPANCY GROUP _ � ` 2. M OtNU F AL. ►\re TYPE OF CONSTRUCTION LOCATION ON PROPERTY M i L C t b Ai 71.1 4 4AL � BUILDING HT. / NO. STORIES FLOOR AREA OCCUPANT LOAD 1■3cW Oc .uP L©1fl Ass ssott.t 6 PP(c.S DETAILED REQUIREMENTS OCCUPANCY, TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C., W.S.E.C. CHAPTER 51 -10, W.A.C. aL,a C NOTES: CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: ! P/ AMNIA/!: nnncInM PLAN CHECK NUMBER .`�� - 331 AcatutTY ARCHITECT OR ENGINEER P n e.LVDEa Ca -) COPies Pac.e 2 0 2. z CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 431 -3670 * *REVISION SUBMITTAL ** PERMIT NUMBER kM (If previously issued) PLAN CHECK NUMBER ° IO• 3 SUBMITTED TO: kE WELDAV RECEIVED CITY OF TUKWILA AUG 2 4 1990 PERMIT CENTER DATE S122/ PROJECT NAME OF) CE EAX.A.0SCA L - Kof iclgRotwEo P EL ADDRESS kEN ) -MAC ( CD., PO &v . @o2.22 Z ba01 E, Mrs lOAL w r: S. CONTACT PERSON i FAVER4 PHONE 767- 1675 TYPE OF REVISION: AAA (9) ArvalORS ` 'b S ) WCOD MA-fl1ED 1Lao2. FMND 14N "t'O CENCIZEIE ► N • ■i _ _ u2■1‘96 SZtSI% 00 0gI61ruF SHEET NUMBER (S) N CET" ..1 / 4 AWED C T$ L5 G I , 'I- E r pU 5wE2T5 "Cloud" or highlight all areas of revisions and date revisions. Z , 3 ,'�" 4 iivaa "AK • 1 30 7-1 C` I UK STOOL LOCATIONS LBR - CAB KOLA - PLASTIC SIO LIS - ALIBIMM UV , , \. 1 J . LK - VELD SIMP Lq - NADINE SRO LM - SLEEPER TM ( _ LB! - 0/T HIGHWAY �JU LII - CAB TRIM t ` LU - ASSEMBLY II w UR - NDTOR DEPARTMENT U3 - ASSEKLY I LIP - VIRAL IE ...s\] LIS - sews B AIRES us - MANE FLORA U7 - TEST LIS - AAASSEMBLY LIP - MUFFLER DUMB 5.22 - LOWER SUE SNORTS L23 - PAINT NIX NMI • - CAB t SLEEPER PARTS ▪ - CAST)Ui STORAGE C - KNt AXLE STORAGE ▪ - OVERSIZE CAB PARTS E -OFF SITE vM !MUSE ► - S1NLL PARTS VAREIOISE G - ENGINE STORAGE N - 501 VIEEL STORAGE I - DUTSICC GIMUm swat .1 - WHEEL • TIRE STORAGE ▪ - 5.3V -MY INSIDE STORAGE L - REC 1VDG AREA N - NUR. MT I IWOR STORAGE N - soma STAGE O - BOOR FRAME STORAGE 0 FF1c_z- Gu11 Lo 106- WW1 1V E TO D A WR M 15 R _ D.STANcE. 'tom Rt. iE(Z. 1 o WAREHOUSE LO:ATmG • 0 - R - S T - U- V v X - - 2- 2 2 - HIGH -MY INSIDE WADIOUSE N.INDRM EXTRUSION STORAGE - SPRING STORAGE PLASTIC SKIP TRAKIIISSIOI STORAGE - OUTSIDE STORAGE MON CHASSIS RELATED) - VAROOJSE DI /MN PLANT MANE NUB & IBM STORAGE OUTSIDE STORAGE !CHASSIS RELATES) FA - FRONT AXLE STAGE - 011 - VENDOR REJECT s CNN -SN - £I PPG AIEA M - ALL STATIDI DATA BI - CAD FIXTURE O 2 - CAB BUILD 83 - HOOD ASSEMBLY N - SLEEPER DDX M11LD IR - CAD TRIM - SUB ASSY U - CAB TRM - SEATS 12 - DIGITAL DASH SUB ASSY 13 - AIR TANK 11.1110 14 - CAB TRIM - WAD 15 - CAB TRIM - SOFT IL - HOOD TRIM 17 - SLEEPER Alt TIM PS - MANE BRILL 22 - FRAME PIPING R3 - FRAME ASSEMBLY h - STEERING GEM K - NOSETDINA ASSY 30 - FRONT AXLE 31 - REAR AXLE 33 - AXLE WS ASSY - DIME 11110 STATION MURDERS 34 - AXLE SUB ASST - NUBS N - ENGINE TRIM 42 - (NONE SHUT ROB SUS ASST 50 - BATTERY BOX SUB ASSY S1 - RADIATOR TRIM 32 - SMrT TOWER Sul ASSY 53 - QtIVELDE SUB ASSY SI - FIFTH( WHEEL SUP ASSY 55 - SUS/MIDI INSTALLATUD1 - FINAL FRAME 57 - PRE- EXHAUST 38 - ASSEMBLY I sR - ASSEMBLY II N - EXHAUST INSTALLATION 12 - TIRE Ma11T MID MSTALLATR71 63 - AIR MIME ►WING 65 - GLIDER SNIP LOOSE 78 - FDA& TEST BI - FUEL TANK BUILD 112 - CAD DOUR DUMP O - FABR0:AT3011 • CNPoNT OFFICE (1303 Fr) OARD= PANUM M RiM- IA- A ) -t (• 1 O GCE tcE IY-I minim PLANT LOCATION LAYOUT mum ma I w I 10 I1-13IS �nl 3 .. SYSTEM 10355MT. LONGLEYST. FOUNTAINUALLEY,CR RMER PARTITIONS ' ' PH I CAN (714)964 -5656 SOLD TO: ' / iv v.• o �� ; -f �� u !, C • JOB * 3- aST • DATE • 9'—a l-. 89 p NIP TO: Ct.(' A- DATE DUE F.O.B. _..,•; /O !/ /Ca' X ,I. (- t,./.41.._ L., OTY WIDTH HEIGHT INT . EXT . TYPE DESCRIPTION 3 " F /,/ /1 ci ii I/ I , 12 ru.vo y ek .0002 WIVJtfTDow yr (II/ II II Inl /N DOW / i l� 9 y I/ " " /, SO L.. / D 1 / ,-; L / 5 I r c7tl 1/1. I ' I ' I CUrpUT a 7 W. X H(P /q 30 /I 9L / ' I '' SO f 33 7l.11/2." ,i So,.vD y P' ' (74'Ya', r. c tc So <t_ El 0 Se / c 1'1 Soi..tD I ci A s Q 3 .�.on 1- Nc l- z `- 4. z/5" /lg% IS ,CoA7.1 So htD t,•,,3,/ct // 34/'' 1 . If SOLID G j c -1 ,- 1 3 i Ir 1 7 W ,I , 5 .. OL1p ^/ SHIPPED INSTOLLED W/C COMMONCAAAIEA CMTL OUII TRUCK 3ii SYSTENI •;4' ! g ( 13ASE CIIANNEL * 307 CORNER POST • 305 OTY LENGTH DESCRIPTION LENGTH DESCRIPTION =�� 1�`� / /3" 3 3 Zy" CONNECTING POST • 301 QTY LENGTH DESCRIPTION - to 9s" 3 / /9' / o,2 Ro r= STD. POST COVER • 302 OTY LENGTH DESCRIPTION 9z' 0 f 3 // " Fop. ROOF EXTENSIONS SWITCH COVER • 302 QTY LENGTH DESCRIPTION CAPPING CHANNEL • 300 / </(, "/< d. g9 " "76P DESCRIPTION ` It ..-. .. / 2.o r— -- OUTLET COVER •302 QTY LENGTH DESCRIPTION 4 / /6"/! 7 4 " 70, '' l 79 "K. o. /!o " -r lo 4/C / (/3 L____ 1 1 Foe R 0 0 s± SNAP -ON COVER • 311 OTY LENGTH DESCRIPTION WALL STARTS WALL START • 310 (1/2" CHAN.) QTY LENGTH DESCRIPTION ' CAPPING ANGLE • 109 LENGTH DESCRIPTION II -POST • 312 QTY LENOTH DESCRIPTION „ r SYS JOB � .: • : s .. :... ROOF DECKING WM 11=1111=1:111 HARDWARE MI 9 SIZE DESCRIPTION ' ' ' '''''' ANGLE CLIPS ' ~K ' MI /9 NAIL -IN ANCHOR B OO •0 X 1/2' PHIL. PAN HD. TEK .DESCRIPTION • 10 X 3/4' HEX HEAD TEK ims momini • 14 X 1' HEXHEAD TEK n il Rom DESCRIPTION , I LOCKSET s 7 AR D FOOT & CHAIN BOLT ii DOOR CLOSERS 1u68E2 r1oOFlnJG MATd /AL GzLjf CROSS - TEE S O E T2A LodG Sc • s Tu E OP C Au1-14/n CT QTY LENGTH DESCRIPTION 4 6 6 ( -7 L,2• 77LC& GA L ■ Ci Lu6 .5 "76 HANGER WIRE =OM= DESCRIPTION ELECTRIC SCHEDULE QTY 3 SPEC1. / ' X 4' DESCRIPTION LIGHT FIXTURE QTY MEM DESCRIPTION / -5 , I6G6 SWITCH ,111 im SWITCH 4/ DuPLE OUTLET / /J C, OUTLET DEAR & POST / '/ -C T PANEL BOX LENGTH DESCRIPTION 3 aO AMR BREAKERS FAN ..-- HEATER BASE TYPE THERMOSTAT MR CONDITIONING UNITS QTY SIZE DESCRIPTION 8/00' 7> YD ao8- I HMEK I LHN 1-1HR T I i I UNS • INC . TEL N 3 INSTALLATION INSTRUCTIONS FOR 37 SYSTEM t'I ASSEMBLY INSTRUCT IONS i I 1 ). CHALK LINE 0.0. (OUTSIDE DIMENSIONS) OF BUILDING 1 .7; . ':.,, , i 2). LAYOUT BASE CHANNEL PER DRAWING LEAVING A' 3 SQUARE SPACE FOR CORNER POSTS, A 37 1/4" SPACE FOR SINGLE MAN DOOR5, AND A 73 3/4" SPACE FOR DOUBLE DOOR OPENINGS. .1 37 -1 /4•' space for single door 3 -1 /2 •• r \ ----s I space for y it corner post 1 typical base channel low out, Arnow O 0 O 0 Q O 1 7 1 4 9 6 2 4 3 0 5 Oct 24 , 69 9:30 P .02 (note: eel, dim. of door is 38" , door )amb overlaps the base chin. 3/6" on each side) ar , •AN:t-''Z? EASE CHANNEL TO CDN„ ET; c.R PLYWOOD AND NOTE LOCA i IOWW5 OF SHEAR i iE GOWN. SEE Dc T AID. SHEET. "'.1 • Li ) . • ..r • •■•,..0 L ,a:•.. rar:�.. ,. s •• i•i i All • 4' VET. AIL "B firer D U AIL "A" AS SHEAR, WALL T iE r ' N (2•x6'• ST«l ANOLE W/ 4 kt 1 " TEK SCREWS) • '•i' ; .1? C use c >E AIL ••e" AS TYPICAL EASE CHANNEL ANCHOR; DRIVE PINS rp 4 'o c • 14 . 1 1.1-iN VHK I 1 1 11JN'1 , OIL . TEL No . • A, 1 '1 4 ,1' l ee ,N !� min.) 2`x2 -1 /2" facia angle 2" side facing out. I I•;.5 ' ' ..W kLL. PAS'=_ ! 5 1 714 9€'2 4305 Oct. 2489 9:30 P.03 I $" 5 angle ti' do.ln ' 1;str,lyd to i',termediat' pu: tr and corrivr po ;11-- •-- bott..d thru bast eh, :n and 1 t /E" ply wood to oal✓arI:rd steel perimeter beam . ' 'A j '. ; ( 2" r. 2-112" alum tact& angle to cover edge of plywood. faster, the angle dorm with ' it* b::t chin. Op 4' o.cc.with 2" roamer tei:s. • 1 ! . 1,1if,1 1t: f • .. ga►v. stet) perimeter cream E`E1= ,1 A.::5F.M5L INS • ; • :') HEAR THE lr;E ...; 55ARY PANELS AND .E. BRACE ALL WALLS. 1 • • 5TA T AT ONE CORNER WITH CORNER POST. PLACE.ONE PANEL ON 77-;‘E :ORNEn PCT x;', X 5r5" PHILIPS PAN S:nEv :•3 TO HOLD PLUf S ) ':ONT!NUE DOWN ONE WALL WITH INTERMEDIATE POSTS AND PANELS. "!:ICIER.' e,RA`it4 ON A9OUT 8' TO 12' INTERVALS OR AS NEEDED I UNTIL DECI;ING CAN SE INSTALLED. 6)• TO COMPLETE THE ENCLOSURE, INSTALL AND PLUM THE LAST C'DRNER KIST LEAVING ONE PANEL OUT. INSTALL THE LAST PANEL, AND THEN THE L = INTERMEDIATE POST CAN BE INSERTED pY EITHER. I) TAI;ICZ THE PDST APART BY UNSNAPPING THE COVER AND v_IL L INc OUT THE 5CPE`,'S, THEN REFr,STENING EACH PART ON EITHER ;;10E OF THE, PANEL, OP, 2) IF ROOM IS AVAILABLE ABOVE THE WALL, YOU CAN 5: TE THE POST INTO POSITION FROM AVE W)THOU D,5- • • • AW AE !1:57ALLED V1 ALONCI WITH THE P•ANEL 5ELOW. (SE 'ETAIL ; ••• INSTALL r ACV, AN5LE, r.E7P.1 wa,LL,7, 11.T ALL ROOF V.P."1: VS:' A;;;;;1) pERIM:TEP, AI4D " •■ • . . • 1, , -1 ■-••_.. • II;TERIQP r Utt * WINDOW PANELS ARE INSTALLED IN 3 PIECES, TOP 15 1/2" X 45, WINDOW, AND BOTTOM PANEL 40" X 45. * DOOR PANELS ARE PLACED IN THE SAME MANNER AS SOLID PANELS. REMOVE HINGE PINS AND DOOR TO INSTALL REPLACE AND 50UARE UP THE DOOR AFTER T-BAR HAS BEEN INSTALLED. SQUARE UP DOOR JAMB AT BOTTOM BY USING THE '8 TEK SCREWSTHROUGH OUTSIDE OF JAMB INTO BASE CHANNEL. ' • ! ) •-•••• BASE CHAN • 8X S/8" TEK SCREW DOOR JAMB COVER LAPS B ASE CHAN) :HAI4NEL PIECE WALL ZiT 6 ■RT 5 AT EXISTING WALLS. L'5E. CAPPIN3 CHANNEL AS A WALL STAqT, EXISTING WALL MAY NOT . PLUM. THE CAPIN.; IS 2" DEEP AND CAN BE USED TO TAKE UP THE SLACK AF) WALLS ARE GOINC, UP, FASTEN CAPPING CHANNEL' OVER THE. POSTS AND WALL PANELS. SOME OF THE CAPS HAVE MITRED ENDS (4Fs' ) FOR CORNE:::5 F AETEN THE CAP Ci"WN, WITH•°6 X 5/6" TES< INTC*. THE L1:7 AND CDRNEP P:. MOST IMPORTANTLY Al EACH END OF HE PIECE OF CAP. • 1/2" AL U1114UN ANSLE) A.ROUND THE c 10 >: 3/4" TV. SCREWS @ 24" O.C. AL 0110 5EAMS BETWEEN DEC1: PANELS. L1/4. 10 ALLOyt A I" C'EC(AAT I VE • . _ 7. r :•••• • • '.!.ri: IMtK1C HN h'HK I I lLINS INC . __ .. T LL • I()) ROOF PANELS GABLED ROOF • " 9F4 4305Oct 24 89 -. 9 :31 P.05 r I n - in 11.5 • ' 1 END ROOF PANEL WITH EYE .SIR IP (4) SIDE WALL PANEL GABLE END PANEL' --_ • • ' •• • Si; 1 - II;S T ALL P,,11:.E A'•1 IF THE BUILDING IS LONGER THAN 24' THE RICIG_ EELS "? WILL EE IN 2 OR MORE SECTIONS AND WILL NEED A • ; - U' 3T L ANGLED CAP PART s 408 (SEE DETAIL P.) ON SIDE WALLS. CHECK THE PANELS FOR METAL EVE SKINS, (LONG STRIPS ON END PANEL5 (3A3i.E WALLS)), AND 4' X l' STRIPS ALONG SIDE WALL OVERHANG. II :";,RIOR WALL, ONE O; THE PC'3 T S IN THE :::.EL FOP, T'-E 3 L I C.E SUPPORT. - CHECK THE DRAWING DIMENSIONS FOR PROPER OVERHANG AT THE &ABLE WALLS, AND CHALK LINE THE END ROOF PANELS. (ONES WITH LONG EVE SKINS) .' ' •t - INET ALL 2" X 2 I t:" ANGLE ALONG CAPPING CHANNEL ON '�' •3`` ;I' =S ,SEE DETAIL 0). K ' RUN A BE ■t.) OF C AULI;1!J(5 ALONG THE ANGLE ON GABLES AND ON THE ri ' SID; WALL CAF AS YOU PLACE EACH PANEL. (i.e., ALL AROUND EVES). - II ;ST,AL L ROOF PANELS IN PAIRS, ONE ON EACH SIDE; AND FA.51EN D',1WI; PER DET AIL SHEET WI TE SCREWS BRACE RIDGE CAP AS NE:L'EO TO I,.EP IT LEVEL (UI; - 11 C , 41•1ELS ARE IN ANO'W!LI • `MERICHN CUT AWAY TMtS PORTION APPROX. 6" AND BEND DOWN TO ABOUT. A 3:12 PITCH II:5TALL STEEL COLLAR TIES (FULL SPAN), WHERE SHOWN pN DRAW- ING, AS YOU GO. USUALLY 8' 0.C., ALSO, EVERY 4' INSTALL SHORT COLLAR TIES (4 ALUMINUM ANGLE). SNIP ALUMINUM ANGLE AND BEND TO 3:12 PITCH •,t ! :, , 173i 1116 I i'. nir I ni \I 1 I 11JIr I I tl. wu . • • "I' SUSPENDED CEILING PARTS MI 1. 1"X 1' X 12'0" WALL ANGLES 2. 12'0' MAIN TEES 3. 40 r CROSS TEES 4. 24" HANGER WIRE • 5. 2' X 4' X 5 /B" FIBERGLASS CEILING TILE 6. 2' X 4 FOUR TUBE LIGHT FIXTURE (TUBES N J TALLAT 1 oty SEQUENCE 1. INSTALL WALL'ANGLES 2. INSTALL HANGER WIRES 3. INSTALL MAIN TEES 4. INSTALL CROSS TEES 5, INSTALL LIGHT FIXTURES 6 INSTALL CEILING TILES T ( 1 4 Jh 4:"U5 Uc t 24 , 89 9 :32 P.07 INSTRUCTIONS • ""►1T OT INCLUDED)" - - ...._ • M . ••••••.• I; • THE STANDARD CEILING H EIGHT IS 7'6 ". MAY.; <. ZERIES OT MARKS 1k ABOVE THIS L _\ HE ' ADJ'.; '.� � ^.�rh.Vnl � � � :x• .r r � _�• ✓ r , . �! \: v1/n: � �. OVERLAP THE INSIDE CNNERS. 2. THE HANGER WIRES ARE LOCATED 4'0 ON CEENTER,ABOVE THE MAIN TEES WHEN THE LENGTH OF THE MAIN TEES IS NOT IN 4'O" INCREMENTS, LOCATE THE TWO END WIRES EQUIDISTANT FROM THE ENDS AND THE BALANCE 4'0" O.C. HANG THE WIRES FROM THE ROOF DELI, BY WRAPPING THEM AROUND THE HEADS OF s 12 X 3/4" SELF TAPPING SCREWS, SECURED TO IT. CUT OFF WIRES APPROXIMATELY 6" BELOW THE BOTTOM OF THE WALL ANGLE. 3. BEFORE INSTALLING THE MAIN TEES, YOU MUST DETERMINE THE SIZE OF THE END CEIL ING PANELS USUALLY I I ' OR I' I1 THE END OF THE MAIN TEE MUST BE CUT SO 1HAT THE AL'PRODRIATE SLOT WILL BE AT THE RIGHT DIMENSION. (IF YOU ARE CUTTING OFF MORE THAN 6", IT 15 TOO MUCH, RECHECK YOUR MARK.) TO CUT PROPERLY WITH METAL SNIP, CU1 THE STEM Al AN ANGLE BEFORE CUTTING THE BOTTOM FLANGE. IF THE LENGTH OF YOUR MAIN TEES ARE OVER 12'0 ", THEY WILL REOUIRE SPLICINO. STRETCH A STRING BETWEEN THE WALL ANGLES TO INDICATE THE BOTTOM OF THE MAIN TEES, BEND THE WIRES AT THE ROUND HANGING HOLES, SO THAT THE MAIN TEE BOTTOM IS LEVEL WITH 1 HE STRING, WITH THE WIRE THROUGH THESE HOLES BEND IT UP AND AROUND ITSELF THREE 1IMES NEXT INSTALL THE CROSS TEES 2'0" O.0 BETWEEN THE MAIN TEES. THAY WILL BE IUa1A! LED IN FULL LENGTHS BETWEEN THE MAIN TEES AND IN CUT LENGTHS FROM THE '1AII; TEES TO THE SIDE WALL ANGLES. AFTER THEY ARE IN PLACE FASTEN ALL MAIN TEES AND EVERY OTHER CROSS TEE TO THE WALL ANGLES WITH EITHER POP RIVETS OR SMALL SHEET METAL SCREWS (NOT FURNISHED). NEXT LAY IN THE LIGHT FIXTURES ACCORDING TO THE CEILING PLAN, FASTENDEArONAL CORNERS TO MAIN TEES WITH 4 '6 SELF DRILLING SCREWS. I T 15 RECUMMENDEt) THAT YOU WAIT UNTIL THE WIRING OF THE LIGHT FIXTURE; , AND SwI'T 'lrc,gt;;',('L;Ti FT` INETALttUCCEIL1NG ,.,,t . .. ;;;Z,1 • THEN lAl tlj :IAIVj1AY►I'y« PIECE:). • • •• !.r • KENWORTH TRUCK COMPAN(I 8801 E. MARGINAL WAY S. KING COUNTY, WA LEGAL DESCRIPTION Portion of Francis McNatt Donation Claim No. 38, and being part of Sections thirty -three (33) and thirty -four (34), Township twenty - four (24) North, Range four (4) East of the Willamette Meridian, described as follows: Tract three (3) as shown on the partition map filed in Cause No. 120091 of the Superior Court for King County, Washington, more particularly described as follows: • Beginning at a point on the West line of East Marginal Way, which point bears North 89 degrees 15 minutes 54 seconds West along the Donation Claim line 2470.01 feet and South Twenty -three degrees • 40 minutes 59 seconds East along the Westerly line of East Margi- nal Way 167.68 feet from the intersection of the line between the Donation Claim of Francis McNatt and Henry Van Asselt with the East line of said Section 33, said point of beginning being the Northeast corner of the tract of land to be described; running thence West 1499.53 feet to the Easterly line of the Commercial Waterway; thence South 15 degrees no minutes and no seconds East along the said Easterly line 456.10 feet; thence East 1574.72 feet to the Westerly line of East Marginal Way; thence North 23 degrees 40 minutes 59 seconds West along the said Westerly line 481.09 feet to the point of beginning. Less a parcel of land situated in Tract 3, The Meadows, according to the plat thereof; being a part of the Francis McNatt Donation Land Claim No. 38 in Section 33, Township 24 North, Range 4 East of the Willamette Meridian, King County, Washington, described as follows: Beginning at a point in the westerly line of Primary State High- way No. 1 (East Marginal Way) that is 373.77 feet Southeasterly, measured along said westerly line, from the north line of said Francis McNatt Donation Land Claim; thence southeasterly along a straight line which forms an angle of 7 ° 17' from southeast to south with said westerly line of highway, a distance of 134 feet, more or less, to a point 17 feet distant southwesterly, measured at right angles, from said westerly line of highway; thence south- easterly along a straight line parallel with said westerly line of highway a distance of 135 feet, more or. less, to a. point in the south line of said Tract 3; thence easterly along said south line a distance of 18.5 feet, more or less, to a point in the westerly line of Primary State Highway No. 1 (East Marginal Way); thence northwesterly along said westerly line a distance of 275 feet to the point of beginning. LEGAL DESCRIPTION (continued) A portion of the Francis McNatt Donation Claim No. 38, in Section 33, Township 24 North, Range 4 East, W.M., in Icing County, Wash- ington, being that portion of. Tract No. 2 as shown on the partition nap filed in Cause No. 120091, of the Superior Court of King County, Washington, more particularly described as follows: Beginning on the. westerly line of East Marginal Way South, which point bears North 89 15' 54" West 2470.01 feet along the Donation Claim Line and South 23° 40' 59" East 648.77 feet along the Westerly line. of East Marginal Way South from the intersection of the line between the. Donation Claims of Francis McNatt and Henry Van Asselt with the, east line of Section 33, Township 24 North, Range 4 East, W.M., in County, Washington; running thence West. 1574.72 feet to the easterly line of Commercial Water- way No. 1, thence South 15° 00' 00" East along said easterly line 237.76 feet; thence East 1053.10 feet to a point designated herein as Point "A" for subsequent reference; thence South 23° 02' 00" East 46.03 feet; thence East 561.38 feet to the westerly line of East Marginal Way South; thence North 23° 40' 59 ".West along said westerly line 297.03 feet to the point of beginning; EXCEPT that portion thereof conveyed by Monsanto Chemical Company to Great Northern Railway Company, et al, by deed dated March 7, 1957, recorded under King County Auditor's File No. 4784818. TO: P ROM: D ATE: SUBJECT: Mg of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (200) 433 -1800 Gary 1. VanDusen, Mayor MEMORANDUM q0- 551 i g-b.qo loaP,e.tdaii/opc. qq , 00 1509 tyrn, -fee k 2 (-) q9.c2D _ T oo e,,nt4 -P-ce (Dc!. oo P e Few A L a) 1-\62b,G0 1aB.o0 424 0 r 0 4.60 i4e A rc (10/ T2 . MEMO) 6 g q o) -&-Q. du rid RECEIVED AUG 2 19N PERMIT CENTER • M'--- - K - -- K-- -x --pl -. - 14 --- M- 4( - ---- 71-- -K R ?I • «- `. » - - M -- _ -K - --1f _ -W- -- N-- * --if -. - 4 •--w• - - PLASTIC SHOP #18 TUG. ELEV. 9.26 PEET AREA T 1 1 AREA L - cYC AT ION OF NEW W FOUND TION TO.G. CLEV. 9,5 FT. FRAME. FRAME PREP H H ROLLERS IMOLD BLD ROBOT PARTS WAREHOUSE H H t l VENDOR REJ, H H H AREA M MOCK -UP H SHEET METAL FAB, OFF-LINE DYNO AREA f F Lij I x I �� &IMF Raa, AREA V AREA I P SCALE FORK TRUC< MAINT, r..c.G. ELEV. P.06 FEET 5TH WHEEL TESTER 61 t HI -BAY AREA P FRAME ROLLERS ARE.I1 X RAMP! T SP ., -1 H H H hl H H H FEND H H H AREA K H H H H RESTROOM GUARD HOUSE PENCE AREA DESIGNATION SLUDCL PIT MONITOR Wt;LL H H H H TOUCH -UP PAINT H H BENCHMARK NW CORNER OF _ MAINTENANCE RUI LD INC., ELEVATION 13, 58 FEET NATIONAL vEOIJTlC VERTICAL /DATUM 1929 AREA Q SMALL PARTS TOREROD R A M P T, O.G.. E L. EV. I6 FED' r - • T.O.G. EL E V 16.01 FtEr Qio T.C.G. ELEV. 119.Ob FEET ! 1053.10' 1499,58' - - - --- » - - •M - - •K - —# - 1!- -- M - - - M -- •- - i( - -�f -- - k - K k - .- �M * - .- 41---x. -K - ••4e •■ - •*.....1!— • M --- M- -• A - - •--1 f - - 14•..._4N .- NORTH FIRE AISLE AINTENANCE =-] TOOLING z STEEL TOOL & DIE STORAGE i r n il 1 4,1 E FILPI A SSY� FINAL ASSY AS* T FINALD � ASSY RA�1P #13A WOOD #13 I I a-3..A GUARD I GATE #Ic NoYES: 1,ARROW ON RAM POINTS UPHILL ELEVATIONS ARE. /REFERENCE_ NGVD 1929 PO HOU G O N TOWER] L.77' -434-- JJ _TO.C. EL L 14.46 FEET SMALL PARTS GR'.1IDII\fG RObM TOLJL ROOM T D I > i L R SHEET' METAL I x r I r - r --'L 0 J 0 50 - 0 01,0 0 r ----., r- -- -� 12 AREA Y t4 -q x -x- - -r-- x - - -x r- - RICE L (JOB SHOP r x x x r r I r z z I • I I r UNDERGR EMPLOYEE SHEET METAL X ,:J r ` Ix r r x MACHINE SHOP 1 WELD SHOP S I CAB BUILD J _ _ SL EPER • UILD it r _ _ DOOR I -- KIM a L -- — --- _ A amen C .7T E SHOP v.ri4 % 1+'i+C6+�'.dka' --- ----- — — — ._.— .1° -- 6— - — - -as. - - -44- - - - 23. _.. -... ••• ... .•••■••■••■••• .. •••• .....M...•••= ... , IM • •••■•••••1 ) ND:MN S`�1 ARMING CS AERO DYNE PRE F I r MEDICA CENTER #14' F-Nr;rN1 DEPT. r NT 3 -a 1 X cf..3b . _ FEET CAFETI.IRIA #15 I ADDED NEW PARKING LOT REDRAWN FROM 1- 29..81 GCH REVISIONS SEPARATE PERMIT AND APPROVAL REQUIRED 0E 6Z 8C 42 111111.111161 111111111 iilll!III I I(I I I II IIIIII IIJI II(IIIIIIIIIIIII(IIIIIIIi1�I . i' I I'III "IIrIIl'IIIIIIIIIIfI" 0 16 THS IHCH 1 2 7 3 4 IIf1FI FI1I11l1 11II II i' ILiII1T11I I(11 5 6 '7 8 NOTE: If the microfilmed document is less clear than this t notice, it is due to the quality of the original document. 9Z GZ hZ EZ ZZ 12 OZ 6t 81 L1 91 GI ht CI !! nL! nunll; n i tll !i!LI,J;!I!III I II,Ii! iI I�I I! � lII IIIIII !IlIl!! �` i','• fi . � si 8 L 9 S *7 I!!! nil!!! I! 11 nl!I U�Inllnll� l n llllil�llllli u IIIIIIIIIIIIIIIIIIIIIIIIIIIII III I I I I I IIIII 10 11 MADEINQER/"Y 12 TR NSF # 8 ` � #5 7 X ,ROD IRE YDRANT 7:ci:.ELF. _1 Z S<l_ E'r T J___ EMPLOYEE PARKING (STALLS) #6 E ERGENCY DESCRIPTITIir #7 EMPLOYEE PARKING (STALLS) ELECTR1 CAL mactomitc. 4 KENWORM1 TRUCK COMPANY 8901 E. MARGINAL WAY SO. SEATTLE, WASHINGTON 98108 g0 30/7 \Fe PLANT PROPERTY LAYOUT DRAWN BY CHECKED BY DRAWI NG NO, DATE SCL �F� _08 -1S -AA I . _ S :EET1 OF 1 7_2_31. #10 C,1-•,, FILE COPY I understand that - the Plan Check approvals are subject to errors and omissions and approval of plans does not author;; e they violation Of any adopted code or ordinance. Receipt Of con- tractor's copy of ap )roved - acknowIedg:;d. By-- - --�.-. ' ^- - =- -L_- -- Date `1 r #i1 542,88 - - — P f'.t:'iT Cs=:#' Eft CITY OF TUKWILA APPROVED AUG 3:. 1990 A BUILDING DtVI ION --, _ = = _ I . e _ = __._ = _ = _ _ _ ff �I i i I i I • WINDOW. WINDOW • I ,re G I I I � . 1 1;. ii i 1 1 1 1; T TP 11 1 t 1.2 CORRUGATED STEEL ROOFING D PLfl\ TflI R U+ VI - W EKTRIL 0 16 THS INCH 1 2 3 GZ 9Z SZ �r !t Mill I.1.i11111I WI�II :1II1 111111II111111 111 I Ifjjl1111{1111111IIIII I II 5 61 7 8 ... NOTE: If the microfilmed document is less clear then this notice, it is due to the quality of the original document. tie ez ZZ to 0? ��iil��� 10 11 IN eeRMAM 12 s e e "" 0 I l�lip 6 ,611I; M IiI AMi MIi I I � 7 r t ) �j : �r �: � di Ki'a',y. �Y � y��� � t f .(� � ... i. ... I.. _.:. J.t K'..: 4 s`�.:i7. ✓...L.:.U.•.r .r._r .. .. I. .......t . .... 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